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Sample records for brace kristallicheskaya struktura

  1. Braces

    MedlinePlus

    ... that straightens your teeth faster and easier. The rubber bands that go along with braces come in ... kids just need regular braces with wires and rubber bands doing their jobs to keep pressure on ...

  2. Braces

    MedlinePlus

    ... and they're made of a space-age material that straightens your teeth faster and easier. The rubber bands that go ... braces are removed and you can see your new and improved smile! Reviewed by: Steven Dowshen, MD Date reviewed: April ... Dentist Going to the Orthodontist Taking Care of Your Teeth Taking the Bite Out of Bruxism What's a ...

  3. Invisible Braces

    NASA Technical Reports Server (NTRS)

    1989-01-01

    Ceradyne, Inc., and 3M Unitek were assisted in the development of Ceramic braces by NIAC/USC. The braces are marketed by Unitek/3M, and are made from translucent polycrystalline alumina (TPA). They are designed for each tooth, connected by a thin metal wire, are strong, aesthetically appealing and as effective clinically as plastic or metal appliances.

  4. Horizontal Cross Bracing Detail, Vertical Cross Bracing Detail, Horizontal Cross ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Horizontal Cross Bracing Detail, Vertical Cross Bracing Detail, Horizontal Cross Bracing Detail, Vertical Cross Bracing-End Detail - Cumberland Covered Bridge, Spanning Mississinewa River, Matthews, Grant County, IN

  5. Spinal Bracing

    NASA Technical Reports Server (NTRS)

    1991-01-01

    Dr. Arthur Copes of the Copes Foundation, Baton Rouge, LA, says that 35 percent of the 50 technical reports he received from the NASA/Southern University Industrial Applications Center in Baton Rouge and the Central Industrial Applications Center, Durant, OK, were vital to the development of his Copes Scoliosis Braces, which are custom designed and feature a novel pneumatic bladder that exerts constant corrective pressure to the torso to slowly reduce or eliminate the spinal curve.

  6. Knee Bracing: What Works?

    MedlinePlus

    ... that make knee braces claim that their products work well. Scientific studies have not completely agreed. It's not clear what the knee braces actually do. Braces often work better in the laboratory than they do in ...

  7. Lyon brace.

    PubMed

    de Mauroy, Jean Claude; Fender, Paule; Tato, Biagio; Lusenti, Piera; Ferracane, Gioacchino

    2008-01-01

    For the last 60 years, the impressive progress of the scoliosis surgery has hidden the development of the conservative orthopedic treatment. The stabilization of the scoliosis, which implies the safeguarding of a spine as mobile as possible, remains a valid objective. The Lyon Brace management combines 3 techniques. A reduction of the scoliosis using a plaster cast fixed on an EDF (Elongation Derotation Flexion) Cotrel's frame. It carries through a flow of the musculoligamentar structure of the concavity. A contention by Lyon Brace. Orthesis without any cervical superstructure is adjustable, symmetric, see through and active. The elongation between the two scapular and pelvic girdle leads to a disc decompression which makes easier the 3D correction of the curves. The individual moulding (custom made) is actually electronic using a "full 3D imaging" system by Orten. To every 14 types of Lenke's classification matches a specific blue print. A specific physiotherapy combining the consciousness of the deformity, suppling up of the retracted elements of the concavity, compensatory suppling up of the girdles, improvement of the vital capacity based on exhalation, reharmonisation of the static, static strengthening in order to facilitate the ability to be still in a corrected position, kyphotisation proprioceptive exercises to stimulate the maturation of the postural system. We advise the scoliotics to practice sport during the treatment period. The long term follow up confirms a global effectiveness indication of 0,89 with the rib hump declining by half. When we treat scoliotics with Cobb angle less than 45 degrees, surgical treatment can be prevented in 98% of the patients.In France 60% of the families agree with this stringent treatment which becomes easier thanks to its ambulatory realization and the excellent formation of the partners, the physiotherapists and the orthesist.

  8. Horizontal Cross Bracing Detail, Vertical Cross Bracing Detail, Horizontal Cross ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Horizontal Cross Bracing Detail, Vertical Cross Bracing Detail, Horizontal Cross Bracing Joint, Vertical Cross Bracing End Detail - Ceylon Covered Bridge, Limberlost Park, spanning Wabash River at County Road 900 South, Geneva, Adams County, IN

  9. The Basics of Braces

    MedlinePlus

    ... THIS TOPIC Does My Son Need a Retainer? Bruxism (Teeth Grinding or Clenching) Mouth and Teeth Keeping ... of Your Teeth Taking the Bite Out of Bruxism Braces What's a Cavity? I Have Braces. How ...

  10. The carbon brace

    PubMed Central

    2013-01-01

    Background The CMCR brace (Corset MonocoqueCarbone respectant la Respiration –which means Monoshell Carbon Brace respecting Breathing) is an innovative brace, used in orthopaedic treatment for progressive thoracic, thoraco-lumbar or combined scoliosis, whatever their etiology. It can be used at the very young age without disrupting the chest growth, but should be kept for reducible scoliosis in older teenagers. Brace description and principles The CMCR brace is monoshell while retaining the corrective principle of the polyvalve Lyon brace with one or two supports (brace “pads”) located on hump(s).In contrast to Lyon brace made of plexidur and structured by metal reinforcement with adjustable but fixed localized supports, the CMCR brace is made of polyethylene and carbon with adjustable and mobile supports. This mobility provides a permanent pressure, which varies depending on ribs and spine movements. The correction is obtained without spinal extension so that each respiratory movement takes part in a gradual return to dorsal kyphosis. Results Results were presented in two published analysis: • In the first retrospective study about 115 patients, French-published in the Annals of Physical Medicine and Rehabilitation (2005), the CMCR brace stabilized moderate scoliosis, decreased the vital capacity (VC) of 13% compared to the VC without brace, and did not have sufficient impact on the hump reduction. Treatment had better results when started at Risser 3 or 4 than Risser 0, 1, 2. The brace was then modified to increase the dorsal pad pressure and the location of correction forces was defined more precisely through the use of 3D analysis. • The second study published in Scoliosis (2011) mainly focused on the impact on VC at brace setting up and followed a cohort of 90 patients treated with CMCR. Girls as well as boys increased VC during treatment, and at brace definitive removal, VC had increased of 21% from the initial value, whereas the theoretical VC

  11. Pneumatic osteoarthritis knee brace.

    PubMed

    Stamenović, Dimitrije; Kojić, Milos; Stojanović, Boban; Hunter, David

    2009-04-01

    Knee osteoarthritis is a chronic disease that necessitates long term therapeutic intervention. Biomechanical studies have demonstrated an improvement in the external adduction moment with application of a valgus knee brace. Despite being both efficacious and safe, due to their rigid frame and bulkiness, current designs of knee braces create discomfort and difficulties to patients during prolonged periods of application. Here we propose a novel design of a light osteoarthritis knee brace, which is made of soft conforming materials. Our design relies on a pneumatic leverage system, which, when pressurized, reduces the excessive loads predominantly affecting the medial compartment of the knee and eventually reverses the malalignment. Using a finite-element analysis, we show that with a moderate level of applied pressure, this pneumatic brace can, in theory, counterbalance a greater fraction of external adduction moment than the currently existing braces.

  12. Effect of Reduced Brace Section on Behavior of SCBF Bracings

    SciTech Connect

    Mirghaderi, Rasoul; Ahlehagh, Sanaz

    2008-07-08

    Energy dissipation in concentrically braced frames is achieved by successive cycles of inelastic buckling in compression and yielding in tension and force controlled elements, such as beams, columns and connections should remain elastic to ensure the gravity load resistance of the frame. Braces are usually designed for compression which results section areas that are more than required by tension, while due to tension action of brace the connections and other members should be designed for tensile strength of brace element. In chevron braced frames, the beams in bracing frame should possess adequate strength to resist the unbalanced vertical forces due to unequal axial capacity of braces in tension and compression. This result in very big size beams, much stronger than would be required for other brace configurations. In this paper effect of Reduced Brace Section on behavior of displacement control braces, which intend to decrease the difference between tensile and post-buckling strength of braces, is described. Decreasing area of the steel section in a limited length and at a specific location will result in a reduction in tensile yielding capacity of the brace while it's buckling load and post buckling behavior is not affected significantly. Tensile yielding force is related to the reduced area of the brace while its post yielding tensile capacity is also related to the length of the reduced section. Minimum change in buckling and post buckling response was derived from the proposed arrangements of reduced sections. Linear and nonlinear response of the reduced section braces in tension and compression is studied by analytical methods under monotonic and cyclic loading. Braces with reduced section are considered as a type of balanced bracing which results smaller design forces for gusset plates and beams in chevron bracings.

  13. Effect of Reduced Brace Section on Behavior of SCBF Bracings

    NASA Astrophysics Data System (ADS)

    Mirghaderi, Rasoul; Ahlehagh, Sanaz

    2008-07-01

    Energy dissipation in concentrically braced frames is achieved by successive cycles of inelastic buckling in compression and yielding in tension and force controlled elements, such as beams, columns and connections should remain elastic to ensure the gravity load resistance of the frame. Braces are usually designed for compression which results section areas that are more than required by tension, while due to tension action of brace the connections and other members should be designed for tensile strength of brace element. In chevron braced frames, the beams in bracing frame should possess adequate strength to resist the unbalanced vertical forces due to unequal axial capacity of braces in tension and compression. This result in very big size beams, much stronger than would be required for other brace configurations. In this paper effect of Reduced Brace Section on behavior of displacement control braces, which intend to decrease the difference between tensile and post-buckling strength of braces, is described. Decreasing area of the steel section in a limited length and at a specific location will result in a reduction in tensile yielding capacity of the brace while it's buckling load and post buckling behavior is not affected significantly. Tensile yielding force is related to the reduced area of the brace while its post yielding tensile capacity is also related to the length of the reduced section. Minimum change in buckling and post buckling response was derived from the proposed arrangements of reduced sections. Linear and nonlinear response of the reduced section braces in tension and compression is studied by analytical methods under monotonic and cyclic loading. Braces with reduced section are considered as a type of balanced bracing which results smaller design forces for gusset plates and beams in chevron bracings.

  14. 11. Detail of sway braces, struts and top lateral braces' ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. Detail of sway braces, struts and top lateral braces' view to north-northwest - Milk River Bridge, Spanning Milk River approximately one mile north of Tampico on Tampico North Road, Tampico, Valley County, MT

  15. ORTHOPEDIC LEG BRACE

    NASA Technical Reports Server (NTRS)

    Myers, William Neil (Inventor)

    2005-01-01

    Knee braces generally have been rigid in both the knee bending direction and in the knee straightening direction unless a manually operated release is incorporated in them to allow the knee to bend. Desirably a braced knee joint should effectively duplicate the compound, complex, actions of a normal knee. The key to knee braces is the knee joint housing. The housing herein carries a number of cam action pawls. with teeth adapted to engage the internal teeth of a ratchet ring mounted in the housing. Cam action return springs and the shape of the cam action pawl teeth allow rotation of the ratchet ring in a leg straightening direction while still supporting a load. The leg can then be extended during walking while at the same time being prevented by the cam action pawls from buckling in the knee bending direction.

  16. Selectively lockable knee brace

    NASA Technical Reports Server (NTRS)

    Myers, Neill (Inventor); Shadoan, Mike (Inventor); Forbes, John (Inventor); Baker, Kevin (Inventor)

    1994-01-01

    A knee brace for aiding in rehabilitation of damaged leg muscles includes upper and lower housings, normally pivotable, one relative to the other about the knee joint axis of a patient. The upper housing is attachable to the thigh of the patient above the knee joint, while the lower housing is secured to a stirrup which extends downwardly along the patient's leg and is attached to the patient's shoe. An actuation rod is carried within the lower housing and is coupled to a cable. The upper and lower housings carry cooperative clutch/brake elements which normally are disengaged to permit relative movement between the upper and lower housings. When the cable is extended, the clutch/brake elements engage and lock the housings together. A heel strike mechanism fastened to the stirrup and the heel of the shoe is connected to the cable to selectively extend the cable and lock the brace in substantially any position when the patient places weight on the heel.

  17. Selectively Lockable Knee Brace

    NASA Technical Reports Server (NTRS)

    Myers, W. Neill (Inventor); Shadoan, Michael D. (Inventor); Forbes, John C. (Inventor); Baker, Kevin J. (Inventor); Rice, Darron C. (Inventor)

    1996-01-01

    A knee brace for aiding in rehabilitation of damaged leg muscles includes upper and lower housings normally pivotable one relative to the other about the knee joint axis of a patient. The upper housing is attachable to the thigh of the patient above the knee joint while the lower housing is secured to a stirrup which extends downwardly along the patient's leg and is attached to the patient's shoe. An actuation rod is carried within the lower housing and is coupled to a cable. The upper and lower housings carry cooperative clutch/brake elements which normally are disengaged to permit relative movement between the upper and lower housings. When the cable is extended the clutch/brake elements engage and lock the housings together. A heel strike mechanism fastened to the stirrup and the heel of the shoe is connected to the cable to selectively extend the cable and lock the brace in substantially any position when the patient places weight on the heel.

  18. Brace-Frame Interaction in Tension Braced MRFs

    NASA Astrophysics Data System (ADS)

    Lotfollahi, Mehrdad; Mofid, Massood; Alinia, Mohammad Mehdi

    2008-09-01

    This study investigates the possibility of sequential failure analysis of Tension Braced Moment Resisting Frames (TBMRFs) by examining its performance in the linear and nonlinear stages under idealized seismic loading conditions. The results obtained from rigorous analyses by means of numerical methods are utilized to set up and calibrate an analytical model which would appropriately differentiate the contribution shares of the frame and the bracing elements. The paper provides information on key response parameters, including interaction value between frame and brace elements, as well as tensile strength capacity and ductility capability of such systems.

  19. Informed Consent for Braces

    PubMed Central

    Trehan, Mridula; Rathore, Nidhi; Rathee, Pooja; Agarwal, Deepesh; Mathur, Nikunj

    2014-01-01

    ABSTRACT The influence of law on the orthodontic profession has greatly increased in the last few decades. Dental law has emerged today as a full-fedged specialty dealing with a variety of areas, like professional negligence, doctor-patient contracts, consumer protection laws, ethics, general and special health legislations and practice regulatory mechanisms. This article highlights the concept of informed consent which is based on the premise that each individual has a right to make decisions concerning his health, disease and treatment. How to cite this article: Jharwal V, Trehan M, Rathore N, Rathee P, Agarwal D, Mathur N. Informed Consent for Braces. Int J Clin Pediatr Dent 2014;7(2):105-108. PMID:25356009

  20. Deployable M-Braced Truss

    NASA Technical Reports Server (NTRS)

    Mikulas, M. M., Jr.; Rhodes, M. D.

    1985-01-01

    Tension/compression and shear separated structurally in deployable beam. M-Braced Sections Packaged using combination of hinges and telescoping sections. When upper sections telescope into base, diagonals hinge, telescope, and rotate along batten. Components of M-braced truss fabricated from conventional metallic materials or nonmetallic materials such as graphite/epoxy. Applications include masts for antenna feed horns and ribs for solar array blankets.

  1. New Generation Lockable Knee Brace

    NASA Technical Reports Server (NTRS)

    1996-01-01

    A knee brace that uses Space Shuttle propulsion technology has moved a step closer to being available to help knee injury and stroke patients and may possibly benefit patients with birth defects, spinal cord injuries, and post-polio conditions. After years of hard work, inventors at NASA's Marshall Space Flight Center (MSFC) in Huntsville, Alabama, have turned over the final design and prototype to industry partners at Horton's Orthotic Lab in Little Rock, Arkansas for further clinical testing. The device, called the Selectively Lockable Knee Brace, may mean faster, less painful rehabilitation for patients by allowing the knee to move when weight is not on the heel. Devices currently on the market lock the knee in a rigid, straight-leg position, or allow continuous free motion. Pictured here is a knee brace prototype being tested and fitted at Horton's Orthotic Lab. The knee brace is just one example of how space technology is being used to improve the lives of people on Earth. NASA's MSFC inventors Michael Shadoan and Neill Myers are space propulsion engineers who use the same mechanisms and materials to build systems for rockets that they used to design and develop the knee brace.

  2. Locking mechanism for orthopedic braces

    NASA Technical Reports Server (NTRS)

    Chao, J. I.; Epps, C. H., Jr.

    1981-01-01

    An orthopedic brace locking mechanism is described which under standing or walking conditions cannot be unlocked, however under sitting conditions the mechanism can be simply unlocked so as to permit bending of the patient's knee. Other features of the device include: (1) the mechanism is rendered operable, and inoperable, dependent upon the relative inclination of the brace with respect to the ground; (2) the mechanism is automatically locked under standing or walking conditions and is manually unlocked under sitting conditions; and (3) the mechanism is light in weight and is relatively small in size.

  3. New Generation Lockable Knee Brace

    NASA Technical Reports Server (NTRS)

    2000-01-01

    A knee brace that uses Space Shuttle propulsion technology has moved a step closer to being available to help knee injury and stroke patients and may possibly benefit patients with birth defects, spinal cord injuries, and post-polio conditions. After years of hard work, inventors at NASA's Marshall Space Flight Center (MSFC) in Huntsville, Alabama, have turned over the final design and prototype to industry partners at Horton's Orthotic Lab in Little Rock, Arkansas for further clinical testing. The device, called the Selectively Lockable Knee Brace, may mean faster, less painful rehabilitation for patients by allowing the knee to move when weight is not on the heel. Devices currently on the market lock the knee in a rigid, straight-leg position, or allow continuous free motion. The knee brace is just one example of how space technology is being used to improve the lives of people on Earth. NASA's MSFC inventors Michael Shadoan and Neill Myers are space propulsion engineers who use the same mechanisms and materials to build systems for rockets that they used to design and develop the knee brace.

  4. Brace technology thematic series: the progressive action short brace (PASB)

    PubMed Central

    2012-01-01

    Background The Progressive Action Short Brace (PASB) is a custom-made thoraco-lumbar-sacral orthosis (TLSO), devised in 1976 by Dr. Lorenzo Aulisa (Institute of Orthopedics at the Catholic University of the Sacred Heart, Rome, Italy). The PASB was designed to overcome the limits imposed by the trunk anatomy. Indeed, the particular geometry of the brace is able to generate internal forces that modify the elastic reaction of the spine. The PASB is indicated for the conservative treatment of lumbar and thoraco-lumbar scoliosis. The aim of this article is to explain the biomechanic principles of the PASB and the rationale underlying its design. Recently published studies reporting the results of PASB-based treatment of adolescent scoliotic patients are also discussed. Description and principles On the coronal plane, the upper margin of the PASB, at the side of the curve concavity, prevents the homolateral bending of the scoliotic curve. The opposite upper margin ends just beneath the apical vertebra. The principle underlying such configuration is that the deflection of the inferior tract of a curved elastic structure, fixed at the bottom end, causes straightening of its upper tract. Therefore, whenever the patient bends towards the convexity of the scoliotic curve, the spine is deflected. On the sagittal plane, the inferior margins of the PASB reach the pelvitrochanteric region, in order to stabilize the brace on the pelvis. The transverse section of the brace above the pelvic grip consists of asymmetrical ellipses. This allows the spine to rotate towards the concave side only, leading to the continuous generation of derotating moments. On the sagittal plane, the brace is contoured so as to reduce the lumbar lordosis. The PASB, by allowing only those movements counteracting the progression of the curve, is able to produce corrective forces that are not dissipated. Therefore, the brace is based on the principle that a constrained spine dynamics can achieve the

  5. Evaluation of Shoulder-Stabilizing Braces

    PubMed Central

    Baker, Hayden P.; Tjong, Vehniah K.; Dunne, Kevin F.; Lindley, Tory R.; Terry, Michael A.

    2016-01-01

    Background: Shoulder injuries remain one of the most common injuries among collegiate football athletes. Offensive linemen in particular are prone to posterior labral pathology. Purpose: To evaluate the efficacy of shoulder bracing in collegiate offensive linemen with respect to injury prevention, severity, and lost playing time. Study Design: Cohort study; Level of evidence, 3. Methods: Offensive linemen at a single collegiate institution wore bilateral shoulder-stabilizing braces for every contact practice and game beginning in the spring of 2013. Between spring of 2007 and fall of 2012, offensive linemen did not wear any shoulder braces. Player injury data were collected for all contact practices and games throughout these time periods to highlight differences with brace use. Results: Forty-five offensive linemen (90 shoulders) participated in spring and fall college football seasons between 2007 and 2015. There were 145 complete offensive linemen seasons over the course of the study. Offensive linemen not wearing shoulder braces completed 87 seasons; offensive linemen wearing shoulder braces completed 58 seasons. Posterior labral tear injury rates were calculated for players who wore the shoulder braces (0.71 per 1000 athlete-exposures) compared with shoulders of players who did not wear the braces (1.90 per 1000 athlete-exposures). The risk ratio was 0.46 (95% CI, 0.16-1.30; P = .14). Mean time (contact practices and games) missed due to injury was significant, favoring less time missed by players who used braces (8.7 vs 36.60 contact practices and games missed due to injury; P = .0019). No significant difference in shoulder labral tears requiring surgery was found for brace use compared with no brace use. Conclusion: Shoulder-stabilizing braces were shown not to prevent posterior labral tears among collegiate offensive lineman, although they were associated with less time lost to injury. The results of this study have clinical significance, indicating that

  6. Bracing micro/macro manipulators control

    SciTech Connect

    Lew, J.Y.; Book, W.J.

    1994-05-01

    This paper proposes a bracing strategy for micro/macro manipulators. The bracing micro/macro manipulator can provide advantages in accurate positioning, large work-space, and contact-task capability however, in exchange for improvement in performance one must accept the complex control problem along wit the complex dynamics. This research develops a control scheme for a bracing manipulator which makes multiple contacts with the environment. Experimental results show the feasibility of the proposed ideas for real world applications.

  7. Knee Braces to Prevent Injuries in Football.

    ERIC Educational Resources Information Center

    Physician and Sportsmedicine, 1986

    1986-01-01

    Five physicians discuss the use of knee braces to prevent injuries in football players. Questions are raised regarding the strength and design of the braces, whether they prestress the knee in some cases, and whether they actually reduce injuries. More clinical and biomechanical research is called for. (MT)

  8. Automatic locking knee brace joint

    NASA Technical Reports Server (NTRS)

    Weddendorf, Bruce (Inventor)

    1995-01-01

    This invention is an apparatus for controlling the pivotal movement of a knee brace comprising a tang-and-clevis joint that has been uniquely modified. Both the tang and the clevis have a set of teeth that, when engaged, can lock the tang and the clevis together. In addition, the tang is biased away from the clevis. Consequently, when there is no axial force (i.e., body weight) on the tang, the tang is free to pivot within the clevis. However, when an axial force is exerted on the tang, the tang is pushed into the clevis, both sets of teeth engage, and the tang and the clevis lock together.

  9. Deployable M-braced truss structure

    NASA Technical Reports Server (NTRS)

    Mikulas, M. M., Jr. (Inventor); Rhodes, M. D. (Inventor)

    1986-01-01

    A deployable M-braced truss structure, efficiently packaged into a compact stowed position and expandable to an operative position at the use site is described. The M-braced configuration effectively separates tension compression and shear in the structure and permits efficient structural design. Both diagonals and longerons telescope from an M-braced base unit and deploy either pneumatically, mechanically by springs or cables, or by powered reciprocating mechanisms. Upon full deployment, the diagonals and longerons lock into place with a simple latch mechanism.

  10. Knee Brace Would Lock And Unlock Automatically

    NASA Technical Reports Server (NTRS)

    Myers, Neill; Forbes, John; Shadoan, Mike; Baker, Kevin

    1995-01-01

    Proposed knee brace designed to aid rehabilitation of person who suffered some muscle damage in leg. Not limited to locking in straight-leg position and, instead, locks at any bend angle. Does not prevent knee from bearing weight. Instead, knee brace allows knee to bear weight and locks only when foot and lower leg bear weight. Thus, brace prevents flexion that wearer desired to prevent but could not prevent because of weakened muscles. Knee bends freely to exercise knee-related muscles. Knee brace strapped at upper end to leg above knee, and anchored at lower end by stirrup under foot. Joint mechanism (identical mechanisms used in left and right assemblies) allows knee joint to flex freely except when weight applied to heel.

  11. Electronic and crystallographic properties of reconstructed and nonreconstructed Au[l brace]001[r brace

    SciTech Connect

    Wu, S.C. Physics Department, Peking University, Beijing 100871 ); Li, H.; Quinn, J.; Tian, D.; Li, Y.S.; Begley, A.M.; Kim, S.K.; Jona, F.; Marcus, P.M. )

    1994-03-15

    Low-energy-electron-diffraction analyses of Fe-, Mn-, and Rh-stabilized Au[l brace]001[r brace]1[times]1 surfaces find the atomic structure to be a relaxed bulk termination. The first and the second interlayer spacings are contracted by about (2[plus minus]2.8)% and (2.8[plus minus]2.8)%, respectively, of the bulk spacing along [l angle]001[r angle]. Photoemission experiments with synchrotron radiation on reconstructed Au[l brace]001[r brace]5[times]20 find a surface-resonance band above the bulk [ital d] bands which exhibits dispersion with photon energies between 14 and 24 eV, in accordance with the buckled character of the hexagonal overlayer responsible for the surface reconstruction. All remaining features in the photoemission spectra from Au[l brace]001[r brace]5[times]20 can be explained on the basis of the self-consistent relativistic calculation of Eckardt, Fritsche, and Noffke to within 0.4 eV. Photoemission from Rh-stabilized Au[l brace]001[r brace]1[times]1 is similar to that from the reconstructed surface except for the surface resonance, which is markedly reduced on the 1[times]1 surface, and a shift of one band which points toward a transfer of [ital s]-like charge from the Rh to the Au atoms in the surface region.

  12. 20. DETAIL, TYPICAL LEG CONNECTION, CROSS BRACING AT LEG, WITH ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    20. DETAIL, TYPICAL LEG CONNECTION, CROSS BRACING AT LEG, WITH CROSSED BRACE BLOCK, GROUND WIRES AND GUIDE WIRE. - Hat Point Fire Lookout Tower, Forest Service Road #4340, 24 miles from Imnaha, Imnaha, Wallowa County, OR

  13. 14. View of swing truss apex with major sway bracing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. View of swing truss apex with major sway bracing and bottom latticed strut members, with knee braces below. (Nov. 25, 1988) - University Heights Bridge, Spanning Harlem River at 207th Street & West Harlem Road, New York County, NY

  14. 15. VIEW OF SOUTH END SPAN, SHOWING SWAY BRACING FRAME ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. VIEW OF SOUTH END SPAN, SHOWING SWAY BRACING FRAME AT PANEL POINTS 2 AND 4, TOP LATERAL BRACING - East Bloomsburg Bridge, Spanning Susquehanna River at Pennsylvania Route 487 (Legislative Route 283), Bloomsburg, Columbia County, PA

  15. Chord Splicing & Joining Detail; Chord & CrossBracing Joint Details; ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Chord Splicing & Joining Detail; Chord & Cross-Bracing Joint Details; Cross Bracing Center Joint Detail; Chord & Diagonal Joint Detail - Vermont Covered Bridge, Highland Park, spanning Kokomo Creek at West end of Deffenbaugh Street (moved to), Kokomo, Howard County, IN

  16. 49 CFR 195.208 - Welding of supports and braces.

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... 49 Transportation 3 2011-10-01 2011-10-01 false Welding of supports and braces. 195.208 Section 195.208 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.208 Welding of supports and braces. Supports or braces...

  17. 49 CFR 195.208 - Welding of supports and braces.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... 49 Transportation 3 2013-10-01 2013-10-01 false Welding of supports and braces. 195.208 Section 195.208 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.208 Welding of supports and braces. Supports or braces...

  18. 49 CFR 195.208 - Welding of supports and braces.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... 49 Transportation 3 2012-10-01 2012-10-01 false Welding of supports and braces. 195.208 Section 195.208 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.208 Welding of supports and braces. Supports or braces...

  19. 49 CFR 195.208 - Welding of supports and braces.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... 49 Transportation 3 2014-10-01 2014-10-01 false Welding of supports and braces. 195.208 Section 195.208 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.208 Welding of supports and braces. Supports or braces...

  20. 21 CFR 882.4325 - Cranial drill handpiece (brace).

    Code of Federal Regulations, 2011 CFR

    2011-04-01

    ... 21 Food and Drugs 8 2011-04-01 2011-04-01 false Cranial drill handpiece (brace). 882.4325 Section... (CONTINUED) MEDICAL DEVICES NEUROLOGICAL DEVICES Neurological Surgical Devices § 882.4325 Cranial drill handpiece (brace). (a) Identification. A cranial drill handpiece (brace) is a hand holder, which is...

  1. 21 CFR 882.4325 - Cranial drill handpiece (brace).

    Code of Federal Regulations, 2014 CFR

    2014-04-01

    ... 21 Food and Drugs 8 2014-04-01 2014-04-01 false Cranial drill handpiece (brace). 882.4325 Section... (CONTINUED) MEDICAL DEVICES NEUROLOGICAL DEVICES Neurological Surgical Devices § 882.4325 Cranial drill handpiece (brace). (a) Identification. A cranial drill handpiece (brace) is a hand holder, which is...

  2. 21 CFR 882.4325 - Cranial drill handpiece (brace).

    Code of Federal Regulations, 2010 CFR

    2010-04-01

    ... 21 Food and Drugs 8 2010-04-01 2010-04-01 false Cranial drill handpiece (brace). 882.4325 Section... (CONTINUED) MEDICAL DEVICES NEUROLOGICAL DEVICES Neurological Surgical Devices § 882.4325 Cranial drill handpiece (brace). (a) Identification. A cranial drill handpiece (brace) is a hand holder, which is...

  3. 21 CFR 882.4325 - Cranial drill handpiece (brace).

    Code of Federal Regulations, 2012 CFR

    2012-04-01

    ... 21 Food and Drugs 8 2012-04-01 2012-04-01 false Cranial drill handpiece (brace). 882.4325 Section... (CONTINUED) MEDICAL DEVICES NEUROLOGICAL DEVICES Neurological Surgical Devices § 882.4325 Cranial drill handpiece (brace). (a) Identification. A cranial drill handpiece (brace) is a hand holder, which is...

  4. 21 CFR 882.4325 - Cranial drill handpiece (brace).

    Code of Federal Regulations, 2013 CFR

    2013-04-01

    ... 21 Food and Drugs 8 2013-04-01 2013-04-01 false Cranial drill handpiece (brace). 882.4325 Section... (CONTINUED) MEDICAL DEVICES NEUROLOGICAL DEVICES Neurological Surgical Devices § 882.4325 Cranial drill handpiece (brace). (a) Identification. A cranial drill handpiece (brace) is a hand holder, which is...

  5. I Have Braces: How Can I Eat Fruits and Veggies?

    MedlinePlus

    ... Shyness I Have Braces. How Can I Eat Fruits and Veggies? KidsHealth > For Teens > I Have Braces. How Can I Eat Fruits and Veggies? A A A I have braces, ... weight. I read about eating 5 servings of fruits and veggies a day. But I can't ...

  6. 49 CFR 195.208 - Welding of supports and braces.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... 49 Transportation 3 2010-10-01 2010-10-01 false Welding of supports and braces. 195.208 Section 195.208 Transportation Other Regulations Relating to Transportation (Continued) PIPELINE AND HAZARDOUS... HAZARDOUS LIQUIDS BY PIPELINE Construction § 195.208 Welding of supports and braces. Supports or braces...

  7. Prophylactic Knee Braces: Where Do They Stand?

    ERIC Educational Resources Information Center

    McCarthy, Paul

    1988-01-01

    The effectiveness of knee braces in preventing knee injuries in football is inconclusive. This article reviews research from epidemiologic, cadaver, and surrogate studies; discusses reasons for conflicting study results, including research design problems; and describes alternative approaches that have been suggested. (IAH)

  8. Seismic Performance Evaluation of Concentrically Braced Frames

    NASA Astrophysics Data System (ADS)

    Hsiao, Po-Chien

    Concentrically braced frames (CBFs) are broadly used as lateral-load resisting systems in buildings throughout the US. In high seismic regions, special concentrically braced frames (SCBFs) where ductility under seismic loading is necessary. Their large elastic stiffness and strength efficiently sustains the seismic demands during smaller, more frequent earthquakes. During large, infrequent earthquakes, SCBFs exhibit highly nonlinear behavior due to brace buckling and yielding and the inelastic behavior induced by secondary deformation of the framing system. These response modes reduce the system demands relative to an elastic system without supplemental damping. In design the re reduced demands are estimated using a response modification coefficient, commonly termed the R factor. The R factor values are important to the seismic performance of a building. Procedures put forth in FEMAP695 developed to R factors through a formalized procedure with the objective of consistent level of collapse potential for all building types. The primary objective of the research was to evaluate the seismic performance of SCBFs. To achieve this goal, an improved model including a proposed gusset plate connection model for SCBFs that permits accurate simulation of inelastic deformations of the brace, gusset plate connections, beams and columns and brace fracture was developed and validated using a large number of experiments. Response history analyses were conducted using the validated model. A series of different story-height SCBF buildings were designed and evaluated. The FEMAP695 method and an alternate procedure were applied to SCBFs and NCBFs. NCBFs are designed without ductile detailing. The evaluation using P695 method shows contrary results to the alternate evaluation procedure and the current knowledge in which short-story SCBF structures are more venerable than taller counterparts and NCBFs are more vulnerable than SCBFs.

  9. Effect of bracing on dynamic patellofemoral contact mechanics.

    PubMed

    Wilson, Nicole A; Mazahery, B Tom; Koh, Jason L; Zhang, Li-Qun

    2010-01-01

    Decreases in patellofemoral pain have been demonstrated with bracing; however, the mechanisms of pain reduction remain unclear. Our purpose was to evaluate the hypothesis that patellofemoral bracing decreases peak pressure on the retropatellar surface through an increase in patellofemoral contact area. Nine cadaveric knees were tested during simulated free-speed walking with no brace, a knee sleeve, two different patellar stabilization sleeves, and a wrap-style patellar stabilization brace. Contact area and pressure were measured using a dynamic pressure sensor located in the patellofemoral joint. For the unbraced knee, contact area and peak pressure varied with knee flexion angle, ranging from 0.30 ± 0.3 cm(2) and 1.80 ± 1.7 MPa at full extension to 2.28 ± 0.5 cm(2) and 4.19 ± 1.7 MPa at peak knee flexion. All braces increased contact area, while the wrap-style brace decreased peak pressure (p < 0.001). Sleeve braces compress the quadriceps tendon causing the patella to engage the trochlear groove earlier during knee flexion. The wrap-style brace reduced peak pressure by shifting the location of highest pressure to a region with increased articular cartilage thickness. Sleeve braces may be useful for treatment of patellar subluxation disorders, while wrap-style braces may be effective for treatment of disorders associated with degenerative cartilage changes.

  10. Control of a flexible bracing manipulator

    NASA Technical Reports Server (NTRS)

    Kwon, Dong-Soo

    1991-01-01

    Many applications of robotic manipulator arms require operation in contact and noncontact regimes. Control of impact between the arm's tip and the environment has been largely ignored in prior research. The impact phenomena was investigated through simulation and experiment for the realization of the bracing strategy, and the key factors of the behavior were understood well. The approaching velocity is dominant parameter for the magnitude of the impact force. The impact is also affected by the compliance of the environmental surface.

  11. 54. VIEW SHOWING THE PLACEMENT OF SPIDER WEB BRACING, SHOOFLY ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    54. VIEW SHOWING THE PLACEMENT OF SPIDER WEB BRACING, SHOOFLY BRIDGE, January 1935 - Sacramento River Bridge, Spanning Sacramento River at California State Highway 275, Sacramento, Sacramento County, CA

  12. New rain shed (Building No. 241) interior showing posts, braces, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    New rain shed (Building No. 241) interior showing posts, braces, and roof structure. - Hawaii Volcanoes National Park Water Collection System, Hawaii Volcanoes National Park, Volcano, Hawaii County, HI

  13. Nighttime Bracing Versus Observation for Early Adolescent Idiopathic Scoliosis

    PubMed Central

    Shah, Suken A.; Price, Charles T.

    2014-01-01

    Background: Spinal bracing is widely utilized in patients with moderate severity adolescent idiopathic scoliosis with the goal of preventing curve progression and therefore preventing the need for surgical correction. Bracing is typically initiated in patients with a primary curve angle between 25 and 40 degrees, who are Risser sign 0 to 2 and <1-year postmenarchal. The purpose of this study is to determine whether nighttime bracing using a Charleston bending brace is effective in preventing progression of smaller curves (15 to 25 degrees) in skeletally immature, premenarchal female patients relative to current standard of care (observation for curves <25 degrees). Methods: Premenarchal, Risser 0 female patients presenting to 2 pediatric orthopaedic specialty practices for evaluation of idiopathic scoliosis with Cobb angle measurements between 15 and 25 degrees were selected. They were randomized by location to receive nighttime bending brace treatment or observation. Patients in the observation group were converted to fulltime TLSO wear if they progressed to >25 degrees primary curve Cobb angle. Curve progression was monitored with minimum 2-year follow-up. Results: Sixteen patients in the observation group and 21 patients in the bracing group completed 2-year follow-up. All patients in the observation group progressed to fulltime bracing threshold. In the nighttime bracing group, 29% of the patients did not progress to 25 degrees primary curve magnitude. Rate of progression to surgical magnitude was similar in the 2 groups. Conclusions: Risser 0 patients presenting with mild idiopathic scoliosis are at high risk for progression to >25 degrees primary curve magnitude. Treatment with the Charleston nighttime bending brace may reduce progression to full-time bracing threshold. No difference in progression to surgical intervention was shown between nighttime bracing and observation for small curves. Level of Evidence: Level II—therapeutic study (prospective

  14. I Have Braces: How Can I Eat Fruits and Veggies?

    MedlinePlus

    ... Shyness I Have Braces. How Can I Eat Fruits and Veggies? KidsHealth > For Teens > I Have Braces. How Can I Eat Fruits and Veggies? Print A A A I have ... weight. I read about eating 5 servings of fruits and veggies a day. But I can't ...

  15. 8. Detail, skewed portal bracing at west portal, also showing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Detail, skewed portal bracing at west portal, also showing boxed endposts, latticed upper transverse and diagonal sway bracing, laced vertical members, view to northeast, 210mm lens. - Southern Pacific Railroad Shasta Route, Bridge No. 301.85, Milepost 301.85, Pollard Flat, Shasta County, CA

  16. Lateral Knee Braces in Football: Do They Prevent Injury?

    ERIC Educational Resources Information Center

    Paulos, Lonnie E.; And Others

    1986-01-01

    The results of three recently presented clinical studies and a biomechanical study of the use of lateral knee braces to prevent knee injuries are reviewed. The results raise serious doubts about the efficacy of the preventive knee braces which are currently available. (Author/MT)

  17. Biomechanical Analysis of the Effects of Bilateral Hinged Knee Bracing.

    PubMed

    Lee, Hangil; Ha, Dokyeong; Kang, Yeoun-Seung; Park, Hyung-Soon

    2016-01-01

    This research analyzed the effect of bilateral hinged knee braces on a healthy knee from a biomechanical frame in vivo. This was accomplished by fitting a knee brace with two customized wireless force/torque (F/T) sensors that could readily record force and torque during live motion, while the kinetics at the knee were computed using the inverse dynamics of the motion capture and force plate data. Four tasks to test the brace's effects were drop vertical jumping, pivoting, stop vertical jumping, and cutting. The results showed that the hinges in the knee brace can absorb up to 18% of the force and 2.7% of the torque at the knee during various athletic motions. Thus, the hinges demonstrated minimal effect in reducing the mechanical load on the knee. There were limitations concerning the consistency of the motions performed by the subjects during the trials and the influence of the other portions of the brace to evaluate the overall effectiveness of the brace as a whole. Future works may incorporate a fatigue protocol and injured subjects to better determine the effects of the brace. There is still a need for more research on the biomechanical influence of knee braces to develop safer and more effective products.

  18. Chord Panel Post, Vertical X Bracing & Horizontal Tie Joint ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Chord Panel Post, Vertical X Bracing & Horizontal Tie Joint Detail; Chord Joining Block & Spacer Block Detail; Cross Bracing Joint Detail; Chord Panel Post Diagonal & Horizontal Tie Joint Detail - Jackson Covered Bridge, Spanning Sugar Creek, CR 775N (Changed from Spanning Sugar Creek), Bloomingdale, Parke County, IN

  19. Panel Post & Diagonal Brace Joint Detail; Crossbracing Center Joint ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Panel Post & Diagonal Brace Joint Detail; Crossbracing Center Joint Detail; Chord, Panel Post, Tie Bar, & Diagonal Brace Joint Detail; Chord, Tie Bar, & Crossbracing Joint Detail - Medora Bridge, Spanning East Fork of White River at State Route 235, Medora, Jackson County, IN

  20. 19. DETAIL VIEW SHOWING POINT OF CONNECTION OF SWAY BRACING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. DETAIL VIEW SHOWING POINT OF CONNECTION OF SWAY BRACING TO UPSTREAM ARCH RIB AT SPRING POINT FROM SOUTH ABUTMENT, LOOKING EAST-NORTHEAST. NOTE CRACK VISIBLE NEAR TOP OF SWAY BRACING AT LEFT CENTER, PROBABLY DUE TO RUST JACKING OF REINFORCING STEEL - Chili Bar Bridge, Spanning South Fork of American River at State Highway 193, Placerville, El Dorado County, CA

  1. A Survey of Parachute Ankle Brace Breakages

    DTIC Science & Technology

    2008-01-10

    reduced since it was subject to abrasion from the concrete in the harness shed, asphalt on the loading ramp, and dirt on the drop zone. b. DJ...strap was also directly under the heel and subject to abrasion from concrete in the harness shed, asphalt on the loading ramp, and dirt on the drop...airborne injuries), airborne students who did not wear the brace were 1.90 times more likely to experience an ankle sprain, 1.47 times more likely to

  2. Behavior of concentrically loaded CFT braces connections

    PubMed Central

    Hassan, Maha M.; Ramadan, Hazem M.; Abdel-Mooty, Mohammed N.; Mourad, Sherif A.

    2013-01-01

    Concrete filled tubes (CFTs) composite columns have many economical and esthetic advantages, but the behavior of their connections is complicated. Through this study, it is aimed to investigate the performance and behavior of different connection configurations between concrete filled steel tube columns and bracing diagonals through an experimental program. The study included 12 connection subassemblies consisting of a fixed length steel tube and gusset plate connected to the tube end with different details tested under half cyclic loading. A notable effect was observed on the behavior of the connections due to its detailing changes with respect to capacity, failure mode, ductility, and stress distribution. PMID:25685491

  3. Behavior of concentrically loaded CFT braces connections.

    PubMed

    Hassan, Maha M; Ramadan, Hazem M; Abdel-Mooty, Mohammed N; Mourad, Sherif A

    2014-03-01

    Concrete filled tubes (CFTs) composite columns have many economical and esthetic advantages, but the behavior of their connections is complicated. Through this study, it is aimed to investigate the performance and behavior of different connection configurations between concrete filled steel tube columns and bracing diagonals through an experimental program. The study included 12 connection subassemblies consisting of a fixed length steel tube and gusset plate connected to the tube end with different details tested under half cyclic loading. A notable effect was observed on the behavior of the connections due to its detailing changes with respect to capacity, failure mode, ductility, and stress distribution.

  4. Biomechanical Analysis of the Effects of Bilateral Hinged Knee Bracing

    PubMed Central

    Lee, Hangil; Ha, Dokyeong; Kang, Yeoun-Seung; Park, Hyung-Soon

    2016-01-01

    This research analyzed the effect of bilateral hinged knee braces on a healthy knee from a biomechanical frame in vivo. This was accomplished by fitting a knee brace with two customized wireless force/torque (F/T) sensors that could readily record force and torque during live motion, while the kinetics at the knee were computed using the inverse dynamics of the motion capture and force plate data. Four tasks to test the brace’s effects were drop vertical jumping, pivoting, stop vertical jumping, and cutting. The results showed that the hinges in the knee brace can absorb up to 18% of the force and 2.7% of the torque at the knee during various athletic motions. Thus, the hinges demonstrated minimal effect in reducing the mechanical load on the knee. There were limitations concerning the consistency of the motions performed by the subjects during the trials and the influence of the other portions of the brace to evaluate the overall effectiveness of the brace as a whole. Future works may incorporate a fatigue protocol and injured subjects to better determine the effects of the brace. There is still a need for more research on the biomechanical influence of knee braces to develop safer and more effective products. PMID:27379233

  5. Control of a flexible bracing manipulator: Integration of current research work to realize the bracing manipulator

    NASA Technical Reports Server (NTRS)

    Kwon, Dong-Soo

    1991-01-01

    All research results about flexible manipulator control were integrated to show a control scenario of a bracing manipulator. First, dynamic analysis of a flexible manipulator was done for modeling. Second, from the dynamic model, the inverse dynamic equation was derived, and the time domain inverse dynamic method was proposed for the calculation of the feedforward torque and the desired flexible coordinate trajectories. Third, a tracking controller was designed by combining the inverse dynamic feedforward control with the joint feedback control. The control scheme was applied to the tip position control of a single link flexible manipulator for zero and non-zero initial condition cases. Finally, the contact control scheme was added to the position tracking control. A control scenario of a bracing manipulator is provided and evaluated through simulation and experiment on a single link flexible manipulator.

  6. 7. NORTH EXTERIOR SIDE SHOWING TRIANGULAR KNEE BRACE SUPPORTS AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. NORTH EXTERIOR SIDE SHOWING TRIANGULAR KNEE BRACE SUPPORTS AND ENCLOSED PORCH SCREENED WINDOWS. VIEW TO SOUTH. - Big Creek Hydroelectric System, Powerhouse 8, Operator Cottage, Big Creek, Big Creek, Fresno County, CA

  7. DETAIL OF FRONT ENTRY. SHOWING THE KNEE BRACES AND DECORATIVE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    DETAIL OF FRONT ENTRY. SHOWING THE KNEE BRACES AND DECORATIVE CUT RAFTER TAILS. VIEW FACING EAST. - Hickam Field, Fort Kamehameha Officers' Housing Type Z, 19 Worchester Avenue, Honolulu, Honolulu County, HI

  8. 14. DETAIL OF ROOF SUPPORT BEAMS BRACED AGAINST HEXAGONAL WOODEN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. DETAIL OF ROOF SUPPORT BEAMS BRACED AGAINST HEXAGONAL WOODEN COMPRESSION RING AT TOP OF CENTRAL ROOF TRUSS. - Saratoga Gas Light Company, Gasholder No. 2, Niagara Mohawk Power Corporation Substation Facility, intersection of Excelsior & East Avenues, Saratoga Springs, NY

  9. 22. Top Lateral Bracing & Top Chord, Vertical Tension Member ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    22. Top Lateral Bracing & Top Chord, Vertical Tension Member 6, end Vertical Compression Members 5 & 4; South Swing Span; looking N. - Pacific Shortline Bridge, U.S. Route 20,spanning Missouri River, Sioux City, Woodbury County, IA

  10. 8. Detail of interior roof showing truss bracing and roof ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Detail of interior roof showing truss bracing and roof plank decking; view to east from approximately the center of the shelter. - Warm River Shelter, Warm River Campground, Ashton, Fremont County, ID

  11. 29. DECK / WEB / LATERAL BRACING DETAIL OF CANTILEVER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    29. DECK / WEB / LATERAL BRACING DETAIL OF CANTILEVER ARM OF THROUGH TRUSS. VIEW TO WEST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  12. 2. DETAIL VIEW SHOWING BOLTED KNEE BRACES ON AFRAME OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. DETAIL VIEW SHOWING BOLTED KNEE BRACES ON A-FRAME OF WALKING BEAM ENGINE. Photocopy of photograph. Susan Kardas, photographer, November 1984 - Shooters Island, Ships Graveyard, Vessel No. 53, Newark Bay, Staten Island (subdivision), Richmond County, NY

  13. 13. DETAIL VIEW SHOWING HIP VERTICAL, TOP CHORD, SWAY BRACING, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. DETAIL VIEW SHOWING HIP VERTICAL, TOP CHORD, SWAY BRACING, TOP STRUTS, CENTER OF SOUTH TRUSS - Marathon City Bridge, Spanning Big Rib River, on state Trunk Highway 107, Marathon, Marathon County, WI

  14. 12. DETAIL VIEW SHOWING HIP VERTICAL, INCLINED ENDPOST, PORTAL BRACING, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. DETAIL VIEW SHOWING HIP VERTICAL, INCLINED ENDPOST, PORTAL BRACING, TOP CHORD, SOUTHWEST CORNER OF SOUTH TRUSS (RIVETED CONNECTION) - Marathon City Bridge, Spanning Big Rib River, on state Trunk Highway 107, Marathon, Marathon County, WI

  15. DETAIL OF FRONT ENTRY. SHOWING KNEE BRACES AND DECORATIVE CUT ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    DETAIL OF FRONT ENTRY. SHOWING KNEE BRACES AND DECORATIVE CUT RAFTERS. PILASTERS, AND LAVA ROCK CHEEK CHEEK WALLS. VIEW FACING NORTH. - Hickam Field, Fort Kamehameha Officers' Housing Type Y, 27 Worchester Avenue, Honolulu, Honolulu County, HI

  16. Detail of brace assembly connections (two Ls made into cruciform ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of brace assembly connections (two Ls made into cruciform member), looking at southeast tower leg. Note electrical ground wires. - Western Union Telegraph Company, Jennerstown Relay, Laurel Summit Road off U.S. 30, Laughlintown, Westmoreland County, PA

  17. Detail of brace connection nut and stamped locknut, looking at ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of brace connection nut and stamped locknut, looking at southwest tower leg. - Western Union Telegraph Company, Jennerstown Relay, Laurel Summit Road off U.S. 30, Laughlintown, Westmoreland County, PA

  18. 8. DETAIL VIEW, LOOKING NORTHEAST, SHOWING OUTRIGGERS FOR LATERAL BRACING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. DETAIL VIEW, LOOKING NORTHEAST, SHOWING OUTRIGGERS FOR LATERAL BRACING FOR TRUSSES AND BOTTOM CHORD CONNECTIONS. - White Bowstring Arch Truss Bridge, Spanning Yellow Creek at Cemetery Drive (Riverside Drive), Poland, Mahoning County, OH

  19. 5. DETAIL VIEW OF LATERAL BRACING POST, LOOKING WEST ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    5. DETAIL VIEW OF LATERAL BRACING POST, LOOKING WEST - Springfield-Des Arc Bridge, Spanning North Branch of Cadron Creek at Old Springfield-Des Arc Road (County Road 222), Springfield, Conway County, AR

  20. 6. DETAIL VIEW OF OUTRIGGER USED FOR LATERAL BRACING, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. DETAIL VIEW OF OUTRIGGER USED FOR LATERAL BRACING, LOOKING SOUTH - Springfield-Des Arc Bridge, Spanning North Branch of Cadron Creek at Old Springfield-Des Arc Road (County Road 222), Springfield, Conway County, AR

  1. Allergic contact dermatitis to thiourea in a neoprene knee brace.

    PubMed

    Sakata, Shinichiro; Cahill, Jennifer; Nixon, Rosemary

    2006-02-01

    SUMMARY An elderly woman developed an itchy, weeping, erythematous, papular eruption, confined to the skin under her neoprene knee brace. Allergic contact dermatitis to diethylthiourea and to her neoprene knee brace were diagnosed by positive patch test reactions. Allergic contact dermatitis from thioureas may be underdiagnosed, as they are not tested as part of the standard patch test series. Clinicians are encouraged to consider this diagnosis in patients with reactions to synthetic rubber, especially neoprene.

  2. Evaluating the displacement amplification factors of concentrically braced steel frames

    NASA Astrophysics Data System (ADS)

    Mahmoudi, Mussa; Zaree, Mahdi

    2013-12-01

    According to seismic design codes, nonlinear performance of structures is considered during strong earthquakes. Seismic design provisions estimate the maximum roof and story drifts occurring during major earthquakes by amplifying the drifts computed from elastic analysis at the prescribed seismic force level with a displacement amplification factor. The present study tries to evaluate the displacement amplification factors of conventional concentric braced frames (CBFs) and buckling restrained braced frames (BRBFs). As such, static nonlinear (pushover) analysis and nonlinear dynamic time history analysis have been performed on the model buildings with single and double bracing bays, and different stories and brace configurations (chevron V, invert V, and X bracing). It is observed that the displacement amplification factors for BRBFs are higher than that of CBFs. Also, the number of bracing bays and height of buildings have a profound effect on the displacement amplification factors. The evaluated ratios between displacement amplification factors and response modification factors are from 1 to 1.12 for CBFs and from 1 to 1.4 for BRBFs.

  3. Nature of slip during Knoop indentation on {l_brace}100{r_brace} surface of NiAl

    SciTech Connect

    Ebrahimi, F.; Gomez, A.; Hicks, T.G.

    1996-01-15

    The intermetallic NiAl, because of its excellent thermal conductivity, high temperature oxidation resistance, and low density, is a candidate material for high temperature application in jet engines. Stoichiometric NiAl single crystal is a semibrittle material, in which plasticity always precedes fracture. Contrary to tensile testing, during hardness indentation on a {l_brace}100{r_brace}<001> slip systems may not be zero everywhere. For a given indentation plane, the variation in hardness with indentation direction has been shown to reflect the anisotropy in slip and the nature of dislocation interactions. One method to study slip is by analysis of slip lines. The purpose of this study was to investigate the nature of slip and the anisotropy of plastic deformation during Knoop microhardness indentation of a {l_brace}100{r_brace} face in NiAl single crystals using slip trace analysis.

  4. ORTHODONTIC CONSIDERATIONS FOR THE PATIENT WEARING A MILWAUKEE BRACE

    PubMed Central

    Olin, William; Ponseti, Ignacio

    2011-01-01

    The Milwaukee Brace was developed by Dr Walter Blount of Milwaukee, Wisconsin in the mid 1940's as a removable postoperative immobilization device for the treatment of neuromuscular scoliosis patients. This was quickly adopted as a nonoperative treatment device for idiopathic scoliosis. The first report of its use for this purpose came in 1958 (JBJS 40A:511-525, 1958). The principle of the brace (cervicothoracic-lumbosacral orthosis, CTLSO) was to apply longitudinal correction between the pelvic girdle ( originally made of leather and later thermoplastics) and the neck ring and lateral corrective forces applied to the curve apex via pads attached to a metal superstructure that connected the pelvic girdle to the neck ring. The brace was constructed to flatten the lumbar lordosis and in theory increase the effectiveness of the appropriately place pads. Correction was thought to occur by passive pad pressure on the apex (in the thoracic spine via pressure on the apical ribs) of the curves and actively by the muscles pulling away from the pads. The orthotic was used 23 hours a day and often combined with an exercise program. The main problem with the brace was adherence to treatment. Gradually the Milwaukee brace gave way to underarm braces (TLSO's) which were thought to have better patient acceptance. The question of brace efficacy is currently being addressed by the University of Iowa Department of Orthopaedic Surgery led NIH Trial (Braist http://clinicaltrials.gov/ct2/show/NCT00448448Pterm=braist&rank=1). The initial design of the Milwaukee brace used a mandibular occipital ring. In the 1960's and early 1970's Dr Ignacio Ponseti (Professor Emeritus of Orthopaedics at the University of Iowa) and Dr William Olin (Professor Emeritus of Orthodontics at the University of Iowa) studied the adverse oral and mandibular consequences of the Milwaukee Brace in scoliosis patients at the University of Iowa. This study was never published but provided critical information

  5. FUNCTIONAL TESTING TO DETERMINE READINESS TO DISCONTINUE BRACE USE, ONE YEAR AFTER ACL RECONSTRUCTION

    PubMed Central

    Hunter‐Giordano, Airelle; Axe, Michael J.; Snyder‐Mackler, Lynn

    2013-01-01

    Background: While the use of functional knee braces for return to sports or high level physical activity after ACL reconstruction (ACLR) is controversial, brace use is still prevalent.1,2,3,4,5 All active patients in the practice are braced after ACLR and must pass a battery of sports tests before they return to play in their brace. Criteria include a 90% score on 4 one‐legged hop tests9 burst superimposition strength test,10 Knee Outcome Survey Activities of Daily Living Scale,8 and a global rating of knee function. Purpose: The purpose of this study was to describe the use of criterion‐based guidelines to determine if athletes who had undergone an ACLR function better with or without their functional brace, one year after surgery. Study Design: Cross‐Sectional Study Methods: Sixty‐four patients post ACLR performed 4 one‐legged hop tests,9 burst superimposition strength test,10 and completed the Knee Outcome Survey Activities of Daily Living Scale,8 and a global rating of knee function one year after surgery with and without their brace. Results: Participants included 35 men and 29 women with a mean age of 25 years. The Mean Knee Outcome Survey Activities of Daily Living score was 98%, and the global rating was 97%. Of the subjects, one patient failed hop testing by at least one criterion with and without the brace. Three additional patients failed the test while braced but passed un‐braced, and one patient passed with the brace, but failed without the brace. Subjects performed significantly better un‐braced than braced in all hop tests: single leg hop braced = 101%; un‐braced = 107% (p<0.001); cross‐over hop braced = 100%; un‐braced = 105% (p<0.001); triple hop braced = 99%; un‐braced = 101% (p=0.003); timed hop braced = 98%; un‐braced = 103% (p = 0.004). Conclusions: Sixty‐two of 64 patients continued to score above return to play criteria one year after ACLR. All but two subjects in the cohort performed better un‐braced than braced

  6. Seismic response of eccentrically braced tall buildings

    USGS Publications Warehouse

    Celebi, Mehmet

    1993-01-01

    Spectral analysis and system identification techniques are used to analyze a set of acceleration reponse records obtained during the Loma Prieta earthquake from the 47-story, moment-resisting framed and eccentrically braced Embarcadero Building (EMB). The EMB was constructed in 1979 based on the 1976 Uniform Building Code requirements and a design response spectra defined by two levels of earthquake performances. The EMB is in the lower market area of San Francisco, which is of great interest to the engineering community because of the area's soft soil characteristics that amplify ground motions originating at long distances, and because the Embarcadero freeway suffered extensive damage during the earthquake and was razed in 1991. The first modal frequencies of the building at approximately 0.19 Hz (north-south) and 0.16 Hz (east-west) are identified. The torsional response and rocking motions of the building are insignificant. Discontinuity of stiffness and mass at the 40th floor level causes significant response issues above that floor such as excessive drift ratios.

  7. Mechanical compression release device in steel bracing system for retrofitting RC frames

    NASA Astrophysics Data System (ADS)

    Ghaffarzadeh, H.; Maheri, M. R.

    2006-06-01

    The development of an innovative structural system with satisfactory seismic performance of braced systems is an important and challenging area of interest in structural engineering. In this paper, a device that can release the compressive force in the bracing members is developed, and its performance is evaluated. For comparison, four steel braced RC frames were constructed and tested under reverse cyclic loads. Two of them had different amounts of bracing and the other two had the same amount of bracing but incorporated different type of device, called compression release device, which is developed and described in this paper. It can be concluded from the test results that the newly developed device can effectively be used in steel braced systems to prevent buckling failure of the bracing members. Therefore, the device enhances the ductility of brace-framed systems by allowing an adequate capacity for energy dissipation.

  8. Novel Control Effectors for Truss Braced Wing

    NASA Technical Reports Server (NTRS)

    White, Edward V.; Kapania, Rakesh K.; Joshi, Shiv

    2015-01-01

    At cruise flight conditions very high aspect ratio/low sweep truss braced wings (TBW) may be subject to design requirements that distinguish them from more highly swept cantilevered wings. High aspect ratio, short chord length and relative thinness of the airfoil sections all contribute to relatively low wing torsional stiffness. This may lead to aeroelastic issues such as aileron reversal and low flutter margins. In order to counteract these issues, high aspect ratio/low sweep wings may need to carry additional high speed control effectors to operate when outboard ailerons are in reversal and/or must carry additional structural weight to enhance torsional stiffness. The novel control effector evaluated in this study is a variable sweep raked wing tip with an aileron control surface. Forward sweep of the tip allows the aileron to align closely with the torsional axis of the wing and operate in a conventional fashion. Aft sweep of the tip creates a large moment arm from the aileron to the wing torsional axis greatly enhancing aileron reversal. The novelty comes from using this enhanced and controllable aileron reversal effect to provide roll control authority by acting as a servo tab and providing roll control through intentional twist of the wing. In this case the reduced torsional stiffness of the wing becomes an advantage to be exploited. The study results show that the novel control effector concept does provide roll control as described, but only for a restricted class of TBW aircraft configurations. For the configuration studied (long range, dual aisle, Mach 0.85 cruise) the novel control effector provides significant benefits including up to 12% reduction in fuel burn.

  9. Biomechanical Comparison of 3 Ankle Braces With and Without Free Rotation in the Sagittal Plane

    PubMed Central

    Alfuth, Martin; Klein, Dieter; Koch, Raphael; Rosenbaum, Dieter

    2014-01-01

    Context: Various designs of braces including hinged and nonhinged models are used to provide external support of the ankle. Hinged ankle braces supposedly allow almost free dorsiflexion and plantar flexion of the foot in the sagittal plane. It is unclear, however, whether this additional degree of freedom affects the stabilizing effect of the brace in the other planes of motion. Objective: To investigate the dynamic and passive stabilizing effects of 3 ankle braces, 2 hinged models that provide free plantar flexion–dorsiflexion in the sagittal plane and 1 ankle brace without a hinge. Design: Crossover study. Setting: University Movement Analysis Laboratory. Patients or Other Participants: Seventeen healthy volunteers (5 women, 12 men; age = 25.4 ± 4.8 years; height = 180.3 ± 6.5 cm; body mass = 75.5 ± 10.4 kg). Intervention(s): We dynamically induced foot inversion on a tilting platform and passively induced foot movements in 6 directions via a custom-built apparatus in 3 brace conditions and a control condition (no brace). Main Outcome Measure(s): Maximum inversion was determined dynamically using an in-shoe electrogoniometer. Passively induced maximal joint angles were measured using a torque and angle sensor. We analyzed differences among the 4 ankle-brace conditions (3 braces, 1 control) for each of the dependent variables with Friedman and post hoc tests (P < .05). Results: Each ankle brace restricted dynamic foot-inversion movements on the tilting platform as compared with the control condition, whereas only the 2 hinged ankle braces differed from each other, with greater movement restriction caused by the Ankle X model. Passive foot inversion was reduced with all ankle braces. Passive plantar flexion was greater in the hinged models as compared with the nonhinged brace. Conclusions: All ankle braces showed stabilizing effects against dynamic and passive foot inversion. Differences between the hinged braces and the nonhinged brace did not appear to be

  10. "Will My Child Benefit from Using Braces?": Insights on a Challenging Issue

    ERIC Educational Resources Information Center

    Buethorn, Don

    2008-01-01

    When a child first receives a diagnosis and a treatment plan that includes recommendations for bracing, the prospect of intensive orthotic intervention can be daunting for the parent. Braces traditionally represent a prominent visual cue that the child has trouble walking. The classic brace seems awkward and hard to get into and out of. It is…

  11. Adjustable bracing technique for the prevention of knee flexion contracture during tibial lengthening.

    PubMed

    Segev, Eitan; Hayek, Shlomo

    2003-01-01

    The authors present a simple thigh-knee brace that prevents flexion contracture during tibial lengthening. The brace is strapped to the thigh and connected to the Ilizarov frame via two simple hinges. While in the brace the knee can be mobilized for physiotherapy and locked in extension during rest.

  12. 48 CFR 52.247-58 - Loading, Blocking, and Bracing of Freight Car Shipments.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... Bracing of Freight Car Shipments. 52.247-58 Section 52.247-58 Federal Acquisition Regulations System... Text of Provisions and Clauses 52.247-58 Loading, Blocking, and Bracing of Freight Car Shipments. As... be shipped in carload lots by rail: Loading, Blocking, and Bracing of Freight Car Shipments (APR...

  13. 48 CFR 52.247-58 - Loading, Blocking, and Bracing of Freight Car Shipments.

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... Bracing of Freight Car Shipments. 52.247-58 Section 52.247-58 Federal Acquisition Regulations System... Text of Provisions and Clauses 52.247-58 Loading, Blocking, and Bracing of Freight Car Shipments. As... be shipped in carload lots by rail: Loading, Blocking, and Bracing of Freight Car Shipments (APR...

  14. 48 CFR 52.247-58 - Loading, Blocking, and Bracing of Freight Car Shipments.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... Bracing of Freight Car Shipments. 52.247-58 Section 52.247-58 Federal Acquisition Regulations System... Text of Provisions and Clauses 52.247-58 Loading, Blocking, and Bracing of Freight Car Shipments. As... be shipped in carload lots by rail: Loading, Blocking, and Bracing of Freight Car Shipments (APR...

  15. 48 CFR 52.247-58 - Loading, Blocking, and Bracing of Freight Car Shipments.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... Bracing of Freight Car Shipments. 52.247-58 Section 52.247-58 Federal Acquisition Regulations System... Text of Provisions and Clauses 52.247-58 Loading, Blocking, and Bracing of Freight Car Shipments. As... be shipped in carload lots by rail: Loading, Blocking, and Bracing of Freight Car Shipments (APR...

  16. 48 CFR 52.247-58 - Loading, Blocking, and Bracing of Freight Car Shipments.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... Bracing of Freight Car Shipments. 52.247-58 Section 52.247-58 Federal Acquisition Regulations System... Text of Provisions and Clauses 52.247-58 Loading, Blocking, and Bracing of Freight Car Shipments. As... be shipped in carload lots by rail: Loading, Blocking, and Bracing of Freight Car Shipments (APR...

  17. Effectiveness of brace treatment for adolescent idiopathic scoliosis

    PubMed Central

    2015-01-01

    Objectives Effectiveness of brace treatment for adolescent idiopathic scoliosis (AIS) was demonstrated by the BrAIST study in 2013. Objectives of this study were to confirm its effectiveness by analyzing our results and to clarify the factors affecting the results of the treatment. Materials and methods According to the Scoliosis Research Society AIS brace studies standardization criteria, patients with age 10 years or older, Risser 0 to II, less than 1 year post-menarche, curve magnitude 25 to 40 degrees before brace treatment and who received no prior treatment were included in the study. At skeletal maturity, the rate of the patients whose curve was stabilized, exceeded 45 degrees, and who were recommended or underwent surgery were investigated. Additionally, initial correction rate by the brace and factors affecting the results were investigated. Results A total of 33 patients (27 females and 6 males) could be followed-up until their skeletal maturity and included in the analysis. An average age was 11.9 years, average Cobb angle was 30.8°, and Risser sign was 0 in 13 patients, I in 5, and II in 15 patients before treatment. There were 13 thoracic curves, 14 thoracolumbar or lumbar curves, and 6 double curves. Initial correction rate by the brace was 53.8% for the total curves. In terms of curve pattern, 34.4% for thoracic curve, 73.9% for thoracolumbar or lumbar curve, and 48.8% for double curve. After an average follow-up period of 33 months, 8 patients improved in more than 6 degrees, change of 17 patients were within 6 degrees, and 8 progressed in more than 6 degrees. Therefore, totally, 76% (25/33) of the curves were stabilized by the treatment. Four curves (12%) exceeded 45 degrees and one patient (3%) underwent surgery. Our results were better than the reported natural history. Factors that affected the results were hump degree before treatment and initial correction rate by the brace. Conclusions 76% of the curve with AIS could be stabilized by brace

  18. Dynamic response of a frame with SMA bracing

    NASA Astrophysics Data System (ADS)

    Sun, Shuangshuang; Rajapakse, R. K. N. D.

    2003-08-01

    This paper investigates the dynamic response of a frame structure with pre-strained SMA bracing elements. The constitutive model proposed by Brinson is used to simulate the axial response of SMA bracing elements. A non-linear transient finite element model incorporated with Newmark's time integration scheme is used to analyze the dynamic response of a structure. The time histories of displacements and hysteresis loops of SMA tendons are computed under harmonic loading. The effect of forcing amplitude and initial pre-strains of SMA tendons on transient dynamic response of a structure is discussed. The suitability of pseudoelastic SMA for energy dissipation is briefly discussed.

  19. BRACING IN THE TREATMENT OF CHILDREN WITH CLUBFOOT: PAST, PRESENT, AND FUTURE

    PubMed Central

    Desai, Lajja; Oprescu, Florin; DiMeo, Andrew; Morcuende, Jose A

    2010-01-01

    Bracing is a critical component of the current standard of treatment for clubfoot. Adherence to the bracing protocol is the main factor for the long-term success of the treatment The purpose of this paper is to provide a review of clubfoot braces, best practices in brace design and recommendations for bracing in order to improve adherence with the bracing phase of the clubfoot treatment. There are a number of designs and offerings of braces available in various regions of the world. Although many new brace designs are being proposed and developed, evidence in the literature regarding biomechanical effects, clinical outcomes, functionality and patient adherence is limited. The current research that is available regarding brace design focuses on increasing patient comfort and satisfaction to improve adherence. Although the currently available braces are widely distributed in developed countries, access is limited to many parts of the world. When considering the future of the clubfoot treatment and prevention of relapses, since 80% of the cases are in developing countries with limited resources, brace cost and availability needs to be assessed. PMID:21045966

  20. 6. SOUTH EXTERIOR SIDE SHOWING TRIANGULAR KNEE BRACE SUPPORTS AND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. SOUTH EXTERIOR SIDE SHOWING TRIANGULAR KNEE BRACE SUPPORTS AND ENCLOSED PORCH SCREENED WINDOWS. ON BASIC FLOOR-PLAN FOR THE SIX-ROOM HOUSE THIS END WAS THE FRONT ENTRANCE. VIEW TO NORTH. - Big Creek Hydroelectric System, Powerhouse 8, Operator Cottage, Big Creek, Big Creek, Fresno County, CA

  1. 6. Detail, east side, view to northwest, showing timber bracing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. Detail, east side, view to northwest, showing timber bracing configuration at inboard end of railway (Building 24 in background). - Charlestown Navy Yard, Marine Railway, Between Piers 2 & 3, on Charlestown Waterfront at west end of Navy Yard, Boston, Suffolk County, MA

  2. 17. Photocopy of drawing, Erection Plan of Top Lateral Bracing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    17. Photocopy of drawing, Erection Plan of Top Lateral Bracing of Bridge at South Norwalk for the N.Y., N.H. and H.R.R., dated June 12, 1895. Original on file with Metro North Commuter Railroad. - South Norwalk Railroad Bridge, South Main & Washington Streets, Norwalk, Fairfield County, CT

  3. 17. DETAIL OF LOWER CHORDS AND BOTTOM LATERAL BRACING OF ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    17. DETAIL OF LOWER CHORDS AND BOTTOM LATERAL BRACING OF WEST DECK TRUSS AND PIER NO. 2, FROM WEST RIVERBANK. VIEW TO EAST. - MacArthur Bridge, Spanning Mississippi River on Highway 34 between IA & IL, Burlington, Des Moines County, IA

  4. Bracing Regular Polygons as We Race into the Future

    ERIC Educational Resources Information Center

    Frederickson, Greg N.

    2012-01-01

    How many rods does it take to brace a square in the plane? Once Martin Gardner's network of readers got their hands on it, it turned out to be fewer than Raphael Robinson, who originally posed the problem, thought. And who could have predicted the stunning solutions found subsequently for various generalizations of the problem?

  5. Development of CAD/CAM Based Brace Models for the Treatment of Patients with Scoliosis-Classification Based Approach versus Finite Element Modelling

    PubMed Central

    Kleban, Alexander

    2015-01-01

    Study Design Retrospective controlled cohort study comparing the in-brace correction of two samples of scoliosis patients with braces of different computer aided design (CAD). Purpose In-brace correction and compliance correlate with outcome. The more standardized CAD braces that are available should enable improved in-brace correction and outcome. This study compared recent CAD brace developments with respect to in-brace corrections. Overview of Literature A 2013 randomized controlled trial demonstrated that 72% of a population complying to Scoliosis Research Society inclusion criteria on bracing did not progress using braces (mainly Boston braces) used in the United States and Canada with moderate corrective effect. Methods In-brace corrections achieved in a sample of patients fulfilling the inclusion criteria for studies on bracing using the classification based approach (CBA) were compared to the recent individual CAD/computer aided manufacturing bracing based on finite element modelling approach (FEMA). Results In-brace corrections using the different approaches differed widely. CBA in-brace corrections were 66% of the initial value. FEMA in-brace correction was 42% of the initial value. Conclusions Considering the fact that in-brace correction (and compliance) determines the end result of bracing in the treatment of scoliosis, scoliosis braces based on CBA are superior to the FEMA and the standard plaster based brace applications. PMID:26435781

  6. Preparation of {l_brace}0 1 0{r_brace}-faceted anatase TiO{sub 2} nanocuboids from peroxotitanium complex solution

    SciTech Connect

    Miao, Yigao; Gao, Jiacheng

    2012-12-15

    {l_brace}0 1 0{r_brace}-faceted anatase TiO{sub 2} nanocuboids have been fabricated by hydrothermal route using peroxotitanium complex solution as precursor. The effects of reaction time, the amount of urea and temperature on the formation of {l_brace}0 1 0{r_brace}-faceted anatase TiO{sub 2} were characterized by XRD, FESEM and TEM. The growth mechanism of nanocuboids was proposed that the nanocuboids were formed by the transition from H{sub 2}Ti{sub 2}O{sub 5}{center_dot}H{sub 2}O phase to anatase TiO{sub 2} in the basic condition. The photocatalytic performance of the prepared samples was tested in the degradation of Rhodamine B and the anatase nanocuboids exhibited enhanced photocatalytic activity compared with the standard P25 powders. - Graphical abstract: Anatase TiO{sub 2} nanocuboids with exposed {l_brace}0 1 0{r_brace} facets prepared by a hydrothermal method exhibit superior photocatalytic activity for degradation Rhodamine B to P25. Highlights: Black-Right-Pointing-Pointer One-step route to prepare {l_brace}0 1 0{r_brace}-faceted anatase TiO{sub 2} nanocrystal is developed. Black-Right-Pointing-Pointer Control synthesis of {l_brace}0 1 0{r_brace}-faceted anatase nanocuboids. Black-Right-Pointing-Pointer Mechanism on formation of anatase nanocuboids under hydrothermal condition. Black-Right-Pointing-Pointer The enhanced photocatalytic reactivity of nanocuboids is attributed to reactive facets.

  7. Dynamic behavior of braced thin-walled beams

    NASA Astrophysics Data System (ADS)

    Prokić, A.; Lukić, D.

    2007-11-01

    The present paper considers the dynamic behavior of beams with open thin-walled cross-sections along their length with bracings (connecting beams and truss). The effect of the constrained torsion warping, rotary inertia, and flexural-torsion coupling due to nonsymmetric cross-sections is included. In the case of simply supported beams, closed-form solutions for determining coupled natural frequencies and corresponding mode shapes are newly derived. The frequency equation, given in a determinantal form, is expanded in an explicit analytical form and then solved using the Mathcad 2001 Professional symbolic computing package. Some illustrative examples on the application of the present theory are given for coupled bending-torsion vibrations of braced thin-walled beams. As compared with FEM, numerical results demonstrate the accuracy and effectiveness of the proposed method

  8. Nonoperative treatment of unicompartmental arthritis: from bracing to injection.

    PubMed

    Bert, Jack M; Bert, Timothy M

    2014-01-01

    The published recommendations for the nonoperative treatment of osteoarthritis (OA) of the knee include weight loss, physical therapy to strengthen lower-extremity musculature, nonsteroidal antiinflammatories, nutritional supplements, topical treatments, and steroid injections. Evidenced-based results have been mixed using these treatment modalities. The results using unloader braces and viscosupplementation have also been variable. This article reviews the use of conservative treatment of OA of the knee.

  9. Thermal Behavior of Cylindrical Buckling Restrained Braces at Elevated Temperatures

    PubMed Central

    Talebi, Elnaz; Tahir, Mahmood Md.; Yasreen, Airil

    2014-01-01

    The primary focus of this investigation was to analyze sequentially coupled nonlinear thermal stress, using a three-dimensional model. It was meant to shed light on the behavior of Buckling Restraint Brace (BRB) elements with circular cross section, at elevated temperature. Such bracing systems were comprised of a cylindrical steel core encased in a strong concrete-filled steel hollow casing. A debonding agent was rubbed on the core's surface to avoid shear stress transition to the restraining system. The numerical model was verified by the analytical solutions developed by the other researchers. Performance of BRB system under seismic loading at ambient temperature has been well documented. However, its performance in case of fire has yet to be explored. This study showed that the failure of brace may be attributed to material strength reduction and high compressive forces, both due to temperature rise. Furthermore, limiting temperatures in the linear behavior of steel casing and concrete in BRB element for both numerical and analytical simulations were about 196°C and 225°C, respectively. Finally it is concluded that the performance of BRB at elevated temperatures was the same as that seen at room temperature; that is, the steel core yields prior to the restraining system. PMID:24526915

  10. Introduction to the "Scoliosis" Journal Brace Technology Thematic Series: increasing existing knowledge and promoting future developments

    PubMed Central

    2010-01-01

    Bracing is the main non-surgical intervention in the treatment of idiopathic scoliosis during growth, in hyperkyphosis (and Scheuermann disease) and occasionally for spondylolisthesis; it can be used in adult scoliosis, in the elderly when pathological curves lead to a forward leaning posture or in adults after traumatic injuries. Bracing can be defined as the application of external corrective forces to the trunk; rigid supports or elastic bands can be used and braces can be custom-made or prefabricated. The state of research in the field of conservative treatment is insufficient and while it can be stated that there is some evidence to support bracing, we must also acknowledge that today we do not have a common and generally accepted knowledge base, and that instead, individual expertise still prevails, giving rise to different schools of thought on brace construction and principles of correction. The only way to improve the knowledge and understanding of brace type and brace function is to establish a single and comprehensive source of information about bracing. This is what the Scoliosis Journal is going to do through the "Brace Technology" Thematic Series, where technical papers coming from the different schools will be published. PMID:20205874

  11. Scoliosis brace design: influence of visual aesthetics on user acceptance and compliance.

    PubMed

    Law, Derry; Cheung, Mei-Chun; Yip, Joanne; Yick, Kit-Lun; Wong, Christina

    2016-09-06

    Adolescent idiopathic scoliosis is a common condition found in adolescents. A rigid brace is often prescribed as the treatment for this spinal deformity, which negatively affects user compliance due to the discomfort caused by the brace, and the psychological distress resulting from its appearance. However, the latter, which is the impact of visual aesthetics, has not been thoroughly studied for scoliosis braces. Therefore, a qualitative study with in-depth interviews has been carried out with 10 participants who have a Cobb angle of 20°-30° to determine the impact of visual aesthetics on user acceptance and compliance towards the brace. It is found that co-designing with patients on the aesthetic aspects of the surface design of the brace increases the level of user compliance and induces positive user perception. Therefore, aesthetic preferences need to be taken into consideration in the design process of braces. Practitioner Summary: The impact of visual aesthetics on user acceptance and compliance towards a rigid brace for scoliosis is investigated. The findings indicate that an aesthetically pleasing brace and the involvement of patients in the design process of the brace are important for increasing user compliance and addressing psychological issues during treatment.

  12. Seismic retrofitting of reinforced concrete frame structures using GFRP-tube-confined-concrete composite braces

    NASA Astrophysics Data System (ADS)

    Moghaddasi B., Nasim S.; Zhang, Yunfeng; Hu, Xiaobin

    2012-03-01

    This paper presents a new type of structural bracing intended for seismic retrofitting use in framed structures. This special composite brace, termed glass-fiber-reinforced-polymer (GFRP)-tube-confined-concrete composite brace, is comprised of concrete confined by a GFRP tube and an inner steel core for energy dissipation. Together with a contribution from the GFRP-tube confined concrete, the composite brace shows a substantially increased stiffness to control story drift, which is often a preferred feature in seismic retrofitting. An analysis model is established and implemented in a general finite element analysis program — OpenSees, for simulating the load-displacement behavior of the composite brace. Using this model, a parametric study of the hysteretic behavior (energy dissipation, stiffness, ductility and strength) of the composite brace was conducted under static cyclic loading and it was found that the area ratio of steel core to concrete has the greatest influence among all the parameters considered. To demonstrate the application of the composite brace in seismic retrofitting, a three-story nonductile reinforced concrete (RC) frame structure was retrofitted with the composite braces. Pushover analysis and nonlinear time-history analyses of the retrofitted RC frame structure was performed by employing a suite of 20 strong ground motion earthquake records. The analysis results show that the composite braces can effectively reduce the peak seismic responses of the RC frame structure without significantly increasing the base shear demand.

  13. A new dual bracing system for improving the seismic behavior of steel structures

    NASA Astrophysics Data System (ADS)

    Kari, A.; Ghassemieh, M.; Abolmaali, S. A.

    2011-12-01

    Shape memory alloy braces and buckling restrained braces have been shown to exhibit favorable energy dissipating characteristics in steel structures. However, buckling restrained braces are unable to recover their original shape after unloading and consequently experience large residual inter-story drifts after the earthquake, which leads to large permanent deformations in the structure. On the other hand, shape memory braces possess the recentering feature which enables them to recover their original shape. Nevertheless, compared to buckling restrained braced frames, the shape memory bracing frame usually experiences larger maximum inter-story drifts during the earthquake. This paper presents the results of a numerical study conducted to investigate the benefit of using the combination of buckling restrained braces and shape memory braces (dual bracing) in one structure, for the new design as well as retrofitting purposes. The superelastic model of shape memory alloy and plasticity model of steel are incorporated into the nonlinear finite element program particularly developed for this research. Results revealed that, with the proper configuration, both aims, namely minimizing both residual and maximum inter-story drifts, can be attained.

  14. Optimization of the place of the plastic hinges by steel braces at RC buildings

    NASA Astrophysics Data System (ADS)

    Hatami, Farzad; Ragheb, Mohammad; Namazi, Meysam

    2012-12-01

    Usage of steel braces has become a solution not only for retrofitting of RC structures but as a method in designing of concrete frames in recent years. Although X-braced RC frames have been number of successful studies, but eccentric braced RC frames have not been studied seriously. Maybe it's because of the non ductile behaviour of concrete beams. In this article, a numerical study was conducted to evaluate performance of concrete frames, braced with eccentric steel brace with a vertical steel shear link. Vertical steel shear link eliminated shortcomings of non ductile concrete beam. Therefore 4, 8 and 12 storey concrete frames were designed and subjected to a push over analysis. Life safety level was chose to evaluate the frames and hinges performance. Results were compared with the same frames designed with X braces and moment resisting frame. Results indicated that steel braces shift the place of plastic hinges to be formed on the bracing members instead of columns and beams. Furthermore steel braces delayed the process of formation of first plastic hinge and column failure mechanism.

  15. 49 CFR 230.25 - Maximum allowable stress on stays and braces.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... 49 Transportation 4 2014-10-01 2014-10-01 false Maximum allowable stress on stays and braces. 230... Boilers and Appurtenances Allowable Stress § 230.25 Maximum allowable stress on stays and braces. The maximum allowable stress per square inch of net cross sectional area on fire box and combustion...

  16. 49 CFR 230.25 - Maximum allowable stress on stays and braces.

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... 49 Transportation 4 2011-10-01 2011-10-01 false Maximum allowable stress on stays and braces. 230... Boilers and Appurtenances Allowable Stress § 230.25 Maximum allowable stress on stays and braces. The maximum allowable stress per square inch of net cross sectional area on fire box and combustion...

  17. 49 CFR 230.25 - Maximum allowable stress on stays and braces.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... 49 Transportation 4 2010-10-01 2010-10-01 false Maximum allowable stress on stays and braces. 230... Boilers and Appurtenances Allowable Stress § 230.25 Maximum allowable stress on stays and braces. The maximum allowable stress per square inch of net cross sectional area on fire box and combustion...

  18. 49 CFR 230.25 - Maximum allowable stress on stays and braces.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... 49 Transportation 4 2013-10-01 2013-10-01 false Maximum allowable stress on stays and braces. 230... Boilers and Appurtenances Allowable Stress § 230.25 Maximum allowable stress on stays and braces. The maximum allowable stress per square inch of net cross sectional area on fire box and combustion...

  19. 49 CFR 230.25 - Maximum allowable stress on stays and braces.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... 49 Transportation 4 2012-10-01 2012-10-01 false Maximum allowable stress on stays and braces. 230... Boilers and Appurtenances Allowable Stress § 230.25 Maximum allowable stress on stays and braces. The maximum allowable stress per square inch of net cross sectional area on fire box and combustion...

  20. The effect of ankle bracing on knee kinetics and kinematics during volleyball-specific tasks.

    PubMed

    West, T; Ng, L; Campbell, A

    2014-12-01

    The purpose of this study was to examine the effects of ankle bracing on knee kinetics and kinematics during volleyball tasks. Fifteen healthy, elite, female volleyball players performed a series of straight-line and lateral volleyball tasks with no brace and when wearing an ankle brace. A 14-camera Vicon motion analysis system and AMTI force plate were used to capture the kinetic and kinematic data. Knee range of motion, peak knee anterior-posterior and medial-lateral shear forces, and peak ground reaction forces that occurred between initial contact with the force plate and toe off were compared using paired sample t-tests between the braced and non-braced conditions (P < 0.05). The results revealed no significant effect of bracing on knee kinematics or ground reaction forces during any task or on knee kinetics during the straight-line movement volleyball tasks. However, ankle bracing was demonstrated to reduce knee lateral shear forces during all of the lateral movement volleyball tasks. Wearing the Active Ankle T2 brace will not impact knee joint range of motion and may in fact reduce shear loading to the knee joint in volleyball players.

  1. Functional fracture bracing in metacarpal fractures: the Galveston metacarpal brace versus a plaster-of-Paris bandage in a prospective study.

    PubMed

    Sørensen, J S; Freund, K G; Kejlå, G

    1993-01-01

    A total of 133 patients with fractures of the second through the fifth metacarpal bones were randomized to receive either a functional brace (the Galveston metacarpal brace) or a dorsal/ulnar plaster cast. Only 42% of the patients in the metacarpal-brace group completed the treatment, in contrast to 81% of the patients in the plaster-cast group. Complications with the brace were due to 60% of the exclusion. No difference according to gender, age, fracture type, hand affected (right/left), or mechanism of injury was observed between the patients who completed the treatment and those who were excluded. Reduction of fractures could not be demonstrated. Reduction of mobility was more frequent in the plaster-cast group, but three months postinjury no reduction of mobility was observed in either group.

  2. Effect of Brace to Osteoporotic Vertebral Fracture: a Meta-Analysis

    PubMed Central

    2016-01-01

    Brace is one of the most commonly used interventions to manage osteoporotic vertebral fracture. However, its authentic effectiveness remains unclear. The aim of this study was to investigate the efficacy of brace in patients with osteoporotic vertebral fractures. We conducted a literature review and meta-analysis following the guideline and handbook of the Cochrane collaboration. Ten published articles were included in this study and data from 4 randomized controlled trials were analyzed. Low quality evidence proved using Spinomed brace could bring large and significant beneficial effect to patients with sub-acute osteoporotic vertebral fractures. Very low quality evidence proved no significant difference between Spinomed orthosis, rigid brace and soft brace when they were used in patients with acute fractures. Therefore, it might be applicable to recommend middle term use of Spinomed orthosis to patients with subacute fracture. In addition, this study emphasized the need for high quality randomized controlled trials. PMID:27550495

  3. A Validated Finite Element Procedure for Buckling Simulation of Diagonally Braced Moment Resisting Frames

    NASA Astrophysics Data System (ADS)

    Lotfollahi, Mehrdad; Mehdi Alinia, Mohammad; Taciroglu, Ertugrul

    2011-09-01

    This paper presents a validated, high fidelity finite element modeling procedure for Diagonally Braced Moment-Resisting Frames (DBMRFs). The model can accurately capture the DBMRF response prior to and through the brace-buckling regime. The model was calibrated through parametric sensitivity studies, which were performed to ascertain the effects of mesh refinement, initial brace imperfection shapes and amplitudes, and the effects of beam-column connection types on the developed analytical model. The validated analytical model can be used for further investigations on the buckling characteristics of the gusset brace system, and for predicting the yield mechanisms, failure modes, and deformation capacities of multistory DBMRFs. The model can also be used for determining frame ductilities, as well as regions of concentration of plastic strains within the frame members and the gusset brace system.

  4. An experimental investigation on the ultimate strength of epoxy repaired braced partial infilled RC frames

    NASA Astrophysics Data System (ADS)

    Dubey, Shailendra Kumar Damodar; Kute, Sunil

    2014-09-01

    Due to earthquake, buildings are damaged partially or completely. Particularly structures with soft storey are mostly affected. In general, such damaged structures are repaired and reused. In this regard, an experimental investigation was planned and conducted on models of single-bay, single-storey of partial concrete infilled reinforced concrete (RC) frames up to collapse with corner, central and diagonal steel bracings. Such collapsed frames were repaired with epoxy resin and retested. The initiative was to identify the behaviour, extent of restored ultimate strength and deflection of epoxy-retrofitted frames in comparison to the braced RC frames. The performance of such frames has been considered only for lateral loads. In comparison to bare RC frames, epoxy repaired partial infilled frames have significant increase in the lateral load capacity. Central bracing is more effective than corner and diagonal bracing. For the same load, epoxy repaired frames have comparable deflection than similar braced frames.

  5. Biomechanical evaluation of the ability of casts and braces to immobilize the ankle and hindfoot.

    PubMed

    Raikin, S M; Parks, B G; Noll, K H; Schon, L C

    2001-03-01

    We evaluated the ability of seven devices to immobilize a prosthetic ankle-foot complex against plantarflexion, dorsiflexion, inversion, and eversion forces: two casts (plaster of Paris and Fiberglas) and five removable braces (molded ankle/foot orthosis, composite boot brace, pneumatic boot walker, nonarticulating fracture boot, and ankle stirrup). Each device was applied to a prosthetic ankle-foot complex and evaluated on a test frame for resistance to sagittal motion and coronal torque. Results showed that casts offered significantly (P < or = 0.05) more resistance to motion in all directions tested than did the braces. The resistance offered by the devices tested depends on the conformity of the device to the shape of the foot in that plane and the material properties of the device. Braces offer the advantage of being easily removed and reapplied. Different braces offer specific advantages and disadvantages in different planes tested, and immobilization selection should be individualized based on this information.

  6. Computer-aided optimal design of custom scoliosis braces considering clinical and patient evaluations.

    PubMed

    Visser, Daniel; Xue, Deyi; Ronsky, Janet L; Harder, James; Zernicke, Ronald F

    2012-09-01

    Scoliosis causes an abnormal three dimensional curvature of the spine that is often treated by an orthotic device called brace. The objective of this research was to develop a new approach to automatically identify the optimal design of custom-built brace, based on clinical and patient evaluations. In this approach, torso geometry of the scoliosis patient was achieved using a 3-D imaging system that generated a 3-D torso surface model, which was modified using a custom CAD system to design the 3-D brace surface model. Two design parameters, a translational correction factor and a rotational correction factor, were selected to design the brace geometry from the torso geometry. The 3-D digital brace was evaluated by three clinical evaluation measures (imbalance, rib hump and principal axis angle reduction) and one patient evaluation measure (discomfort). A multi-objective optimization method was employed to identify the optimal design parameters considering both clinical and patient evaluations.

  7. Lower Extremity Kinematics and Ground Reaction Forces After Prophylactic Lace-Up Ankle Bracing

    PubMed Central

    DiStefano, Lindsay J; Padua, Darin A; Brown, Cathleen N; Guskiewicz, Kevin M

    2008-01-01

    Context: Long-term effects of ankle bracing on lower extremity kinematics and kinetics are unknown. Ankle motion restriction may negatively affect the body's ability to attenuate ground reaction forces (GRFs). Objective: To evaluate the immediate and long-term effects of ankle bracing on lower extremity kinematics and GRFs during a jump landing. Design: Experimental mixed model (2 [group] × 2 [brace] × 2 [time]) with repeated measures. Setting: Sports medicine research laboratory. Patients or Other Participants: A total of 37 healthy subjects were assigned randomly to either the intervention (n  =  11 men, 8 women; age  =  19.63 ± 0.72 years, height  =  176.05 ± 10.58 cm, mass  =  71.50 ± 13.15 kg) or control group (n  =  11 men, 7 women; age  =  19.94 ± 1.44 years, height  =  179.15 ± 8.81 cm, mass  =  74.10 ± 10.33 kg). Intervention(s): The intervention group wore braces on both ankles and the control group did not wear braces during all recreational activities for an 8-week period. Main Outcome Measure(s): Initial ground contact angles, maximum joint angles, time to reach maximum joint angles, and joint range of motion for sagittal-plane knee and ankle motion were measured during a jump-landing task. Peak vertical GRF and the time to reach peak vertical GRF were assessed also. Results: While participants were wearing the brace, ankle plantar flexion at initial ground contact (brace  =  35° ± 13°, no brace  =  38° ± 15°, P  =  .024), maximum dorsiflexion (brace  =  21° ± 7°, no brace  =  22° ± 6°, P  =  .04), dorsiflexion range of motion (brace  =  56° ± 14°, no brace  =  59° ± 16°, P  =  .001), and knee flexion range of motion (brace  =  79° ± 16°, no brace  =  82° ± 16°, P  =  .036) decreased, whereas knee flexion at initial ground contact increased (brace  =  12° ± 9°, no brace  =  9° ± 9°, P  =  .0001). Wearing the brace for 8

  8. Novel 1D coordination polymer {l_brace}Tm(Piv){sub 3{r_brace}n}: Synthesis, structure, magnetic properties and thermal behavior

    SciTech Connect

    Fomina, Irina; Dobrokhotova, Zhanna; Aleksandrov, Grygory; Emelina, Anna; Bykov, Mikhail; Bogomyakov, Artem; Puntus, Lada; Novotortsev, Vladimir; Eremenko, Igor

    2012-01-15

    The new 1D coordination polymer {l_brace}Tm(Piv){sub 3{r_brace}n} (1), where Piv=OOCBu{sup t-}, was synthesized in high yield (>95%) by the reaction of thulium acetate with pivalic acid in air at 100 Degree-Sign S. According to the X-ray diffraction data, the metal atoms in compound 1 are in an octahedral ligand environment unusual for lanthanides. The magnetic and luminescence properties of polymer 1, it's the solid-phase thermal decomposition in air and under argon, and the thermal behavior in the temperature range of -50 Horizontal-Ellipsis +50 Degree-Sign S were investigated. The vaporization process of complex 1 was studied by the Knudsen effusion method combined with mass-spectrometric analysis of the gas-phase composition in the temperature range of 570-680 K. - Graphical Abstract: Novel 1D coordination polymer {l_brace}Tm(Piv){sub 3{r_brace}n} was synthesized and studied by X-ray diffraction. The magnetic, luminescence properties, the thermal behavior and the volatility for the compound {l_brace}Tm(Piv){sub 3{r_brace}n} were investigated. Black-Small-Square Highlights: Black-Right-Pointing-Pointer We synthesized the coordination polymer {l_brace}Tm(Piv){sub 3{r_brace}n}. Black-Right-Pointing-Pointer Tm atoms in polymer have the coordination number 6. Black-Right-Pointing-Pointer Polymer exhibits blue-color emission at room temperature. Black-Right-Pointing-Pointer Polymer shows high thermal stability and volatility. Black-Right-Pointing-Pointer Polymer has no phase transitions in the range of -50 Horizontal-Ellipsis +50 Degree-Sign S.

  9. Trunk Muscle Activities During Abdominal Bracing: Comparison Among Muscles and Exercises

    PubMed Central

    Maeo, Sumiaki; Takahashi, Takumi; Takai, Yohei; Kanehisa, Hiroaki

    2013-01-01

    Abdominal bracing is often adopted in fitness and sports conditioning programs. However, there is little information on how muscular activities during the task differ among the muscle groups located in the trunk and from those during other trunk exercises. The present study aimed to quantify muscular activity levels during abdominal bracing with respect to muscle- and exercise-related differences. Ten healthy young adult men performed five static (abdominal bracing, abdominal hollowing, prone, side, and supine plank) and five dynamic (V- sits, curl-ups, sit-ups, and back extensions on the floor and on a bench) exercises. Surface electromyogram (EMG) activities of the rectus abdominis (RA), external oblique (EO), internal oblique (IO), and erector spinae (ES) muscles were recorded in each of the exercises. The EMG data were normalized to those obtained during maximal voluntary contraction of each muscle (% EMGmax). The % EMGmax value during abdominal bracing was significantly higher in IO (60%) than in the other muscles (RA: 18%, EO: 27%, ES: 19%). The % EMGmax values for RA, EO, and ES were significantly lower in the abdominal bracing than in some of the other exercises such as V-sits and sit-ups for RA and EO and back extensions for ES muscle. However, the % EMGmax value for IO during the abdominal bracing was significantly higher than those in most of the other exercises including dynamic ones such as curl-ups and sit-ups. These results suggest that abdominal bracing is one of the most effective techniques for inducing a higher activation in deep abdominal muscles, such as IO muscle, even compared to dynamic exercises involving trunk flexion/extension movements. Key Points Trunk muscle activities during abdominal bracing was examined with regard to muscle- and exercise-related differences. Abdominal bracing preferentially activates internal oblique muscles even compared to dynamic exercises involving trunk flexion/extension movements. Abdominal bracing should be

  10. Impact of Rotation Correction after Brace Treatment on Prognosis in Adolescent Idiopathic Scoliosis

    PubMed Central

    Takigawa, Tomoyuki; Tanaka, Masato; Sugimoto, Yoshihisa; Arataki, Shinya; Ozaki, Toshifumi

    2016-01-01

    Study Design Level 4 retrospective review. Purpose Brace treatment is the standard nonoperative treatment for adolescent idiopathic scoliosis (AIS). Rotation correction is also important, because AIS involves a rotation deformity. The purpose of this study was to evaluate the impact of rotation correction after Osaka Medical College (OMC) brace treatment on clinical outcomes in AIS. Overview of Literature Brace treatment has a significant effect on the progression of AIS. However, few reports have examined rotation correction after brace treatment. Methods A total of 46 patients who wore the OMC brace were retrospectively reviewed. The curve magnitude was determined according to the Cobb method, and the rotation angle of the apical vertebrae was measured by the modified Nash-Moe method. Based on the difference in the rotation angle before and after the initial brace treatment, patients were divided into two groups. Group A (n=33) was defined as no change or improvement of the rotation angle; group B (n=13) was defined as deterioration of the rotation angle. If the patients had curve or rotation progression of 5° or more at skeletal maturity, or had undergone surgery, the treatment was considered a failure. Results Differences of rotation angle between before and after the initial brace treatment were 2°±2° in group A and –3°±2° in group B (p<0.001). The rates of treatment failure were 42% in group A and 77% in group B (p<0.05). This study included 25 patients with Lenke type 1 (54%). Group A (24%) with Lenke type 1 also had a significantly better success rate of brace treatment than group B (75%) (p<0.05). Conclusions Insufficient rotation correction increased brace treatment failure. Better rotation correction resulted in a higher success rate of brace treatment in patients with Lenke type 1. PMID:27790317

  11. Spring tube braces for seismic isolation of buildings

    NASA Astrophysics Data System (ADS)

    Karayel, V.; Yuksel, Ercan; Gokce, T.; Sahin, F.

    2017-01-01

    A new low-cost seismic isolation system based on spring tube bracings has been proposed and studied at the Structural and Earthquake Engineering Laboratory of Istanbul Technical University. Multiple compression-type springs are positioned in a special cylindrical tube to obtain a symmetrical response in tension and compression-type axial loading. An isolation floor, which consists of pin-ended steel columns and spring tube bracings, is constructed at the foundation level or any intermediate level of the building. An experimental campaign with three stages was completed to evaluate the capability of the system. First, the behavior of the spring tubes subjected to axial displacement reversals with varying frequencies was determined. In the second phase, the isolation floor was assessed in the quasi-static tests. Finally, a ¼ scaled 3D steel frame was tested on the shake table using actual acceleration records. The transmitted acceleration to the floor levels is greatly diminished because of the isolation story, which effects longer period and higher damping. There are no stability and self-centering problems in the isolation floor.

  12. Seismic response control of frame structure braced with SMA tendons

    NASA Astrophysics Data System (ADS)

    Yan, Shi; Song, Gangbing; Huo, Linsheng; Gu, Haichang

    2007-04-01

    This paper presents studies of seismic response control of a frame structure braced with SMA (Shape Memory Alloy) tendons through both numerical and experimental approaches. Based on the Brinson one-dimensional constitutive law for SMAs, a two-story frame structure braced diagonally with SMA tendons is used as an example to simulate numerically the vibration control process. By considering the temperature, different initial states and thermal properties of the SMA tendon, and the variable intensity and frequency of earthquake input, the parameters of the system were analyzed during the numerically simulation. The time histories of the displacement and hysteretic loops of the SMA tendons were simulated under earthquake ground motion by using finite element method (FEM). To validate the efficiency of the simulation, a shaking table test for the frame structure was conducted. Both numerical simulation and experimental results show that the actively controlled martensite SMA tendons can effectively suppress the vibration of the multi-story frame structure during an earthquake.

  13. Full scale tests of all-steel buckling restrained braces

    NASA Astrophysics Data System (ADS)

    Ma, Ning; Wu, Bin; Li, Hui; Ou, Jinping; Yang, Weibiao

    2009-03-01

    Buckling-restrained braces (BRBs) are widely used seismic response-controlling members with excellent energy dissipation capacity without buckling at design deformation. However, the property of all-steel BRBs with cruciform cross section encased in a square steel tube remains insufficiently studied. In this paper, the properties of this kind of BRBs, which were used in two office buildings in Beijing, were examined by full-scale test. First, initial design was done according to the client's requirement. Then, two full-scale specimens were tested under uniaxial quasi-static cyclic loading. The test results indicate that there should be no welding in yielding portion of the core. Finally, the full-scale subassemblage test was done with an improved BRB and gusset plates installed in a frame. The result shows that the brace exhibited high energy dissipation capacity and stable hysteretic characteristic. According to the results from above tests, some important issues are summarized to provide advices for practical applications.

  14. Cruise Speed Sensitivity Study for Transonic Truss Braced Wing

    NASA Technical Reports Server (NTRS)

    Wells, Douglas P.

    2017-01-01

    NASA's investment and research in aviation has led to new technologies and concepts that make aircraft more efficient and environmentally friendly. One aircraft design operational concept is the reduction of cruise speed to reduce fuel burned during a mission. Although this is not a new idea, it was used by all of the contractors involved in a 2008 NASA sponsored study that solicited concept and technology ideas to reduce environmental impacts for future subsonic passenger transports. NASA is currently improving and building new analysis capabilities to analyze advanced concepts. To test some of these new capabilities, a transonic truss braced wing configuration was used as a test case. This paper examines the effects due to changes in the design cruise speed and other tradeoffs in the design space. The analysis was baselined to the Boeing SUGAR High truss braced wing concept. An optimization was run at five different design cruise Mach numbers. These designs are compared to provide an initial assessment space and the parameters that should be considered when selecting a design cruise speed. A discussion of the design drivers is also included. The results show that the wing weight in the current analysis has more influence on the takeoff gross weight than expected. This effect caused lower than expected wing sweep angle values for higher cruise speed designs.

  15. Conceptual study of X-braced frames with different steel grades using cyclic half-scale tests

    NASA Astrophysics Data System (ADS)

    Ebadi, Parviz; Sabouri-Ghomi, Saeid

    2012-09-01

    In this paper, an experimental and analytical study of two half-scale steel X-braced frames with equal nominal shear strength under cyclic loading is described. In these tests, all members except the braces are similar. The braces are made of various steel grades to monitor the effects of seismic excitation. Internal stiffeners are employed to limit the local buckling and increase the fracture life of the steel bracing. A heavy central core is introduced at the intersection of the braces to decrease their effective length. Recent seismic specifications are considered in the design of the X-braced frame members to verify their efficiency. The failure modes of the X-braced frames are also illustrated. It is observed that the energy dissipation capacity, ultimate load capacity and ductility of the system increase considerably by using lower grade steel and proposed detailing. Analytical modeling of the specimens using nonlinear finite element software supports the experimental findings.

  16. Technology and task parameters relating to the effectiveness of the bracing strategy

    NASA Technical Reports Server (NTRS)

    Book, Wayne J.; Wang, J. J.

    1989-01-01

    The bracing strategy has been proposed in various forms as a way to improve robot performance. One version of the strategy employs independent stages of motion. The first stage, referred to as the large or bracing arm, carries the second stage of motion. After the first stage has completed its motion it is braced to provide a more rigid base of motion with a more accurate relationship to the parts to be manipulated. The hypothesis is that more rapid completion of certain tasks is possible with lighter arms using the bracing strategy. While it is easy to make conceptual arguments why this should be so, it is less easy to specify even approximately when this will be true for some reasonably generic situation. There is no relevant experience base with bracing arms to be compared to non-bracing arms. Furthermore, if one were interested in obtaining such practical experience, there would be no methodical guidance on the selection of an interesting case, one in which the unproven approach, bracing, can show its superiority. If one such case exists, only the extent of applicability of the new approach is in question. One set of interesting cases is likely to be applications in which a large workspace must be covered, but where a series of small accurate moves will remain within a smaller region of the total workspace. A prototype application with these characteristics is set up and a skeleton design of arms using the competing strategies are compared.

  17. Effectiveness of Providence nighttime bracing in patients with adolescent idiopathic scoliosis.

    PubMed

    Bohl, Daniel D; Telles, Connor J; Golinvaux, Nicholas S; Basques, Bryce A; DeLuca, Peter A; Grauer, Jonathan N

    2014-12-01

    Interest has increased in adolescent idiopathic scoliosis braces that are worn only part time. One such brace, the Providence brace, is being used with increasing frequency despite limited literature evaluating its ability to alter the natural course of disease. The authors retrospectively identified 34 patients meeting modified Scoliosis Research Society (SRS) inclusion criteria who were treated with the Providence brace. In accordance with SRS criteria, patients were followed for progression more than 5°, progression to more than 45°, and recommendation for or performance of surgical fusion. Seventeen (50%) patients progressed more than 5°, and 9 (26%) progressed to more than 45° and had fusion surgery recommended or performed. Noncompliance was associated with progression to more than 45° (P=.045) and having fusion surgery recommended or performed (P=.045). Males had a higher rate of progression more than 5° than did females (100% vs 41%; P=.015). This is only the second study of the Providence brace to be guided by SRS criteria. The somewhat higher rates of progression more than 5° reported in these 2 studies compared with those reported in earlier studies likely result from this distinction. This study suggests a rate of progression that is similar to or lower than rates reported in natural history studies, possibly supporting the efficacy of the Providence brace. Additional studies using SRS criteria, including high-quality randomized, controlled trials, will be important to further understanding the relative effectiveness of this and other bracing protocols.

  18. Effects of ankle braces upon agility course performance in high school athletes.

    PubMed

    Beriau, M R; Cox, W B; Manning, J

    1994-09-01

    The purpose of this study was to compare the effects of wearing the Aircast(TM) Sports Stirrup, Aircast(TM) Training brace, Swede-O(TM) brace, and DonJoy(TM) Ankle Ligament Protector while running an agility course. Eighty-five high school athletes with no history of ankle injury and no experience in wearing any ankle support served as subjects. Each subject participated in four separate testing sessions. During sessions 1 and 4, subjects ran the agility course under the control (unbraced) conditions. Sessions 2 and 3 consisted of randomly wearing the ankle braces while running the agility course. A questionnaire concerning support, comfort, and restriction was completed by each subject after wearing each of the braces. An analysis of variance (ANOVA) with repeated measures revealed that a significant difference existed between the agility times. Tukey's post hoc test indicated that a significant difference existed between each ankle brace and the control 2 agility times as well as a control 1 and control 2 time difference. The control time difference was attributed to a learning effect. An ANOVA with repeated measures of only the four braces revealed that a significant difference existed between the agility times. Tukey's post hoc test showed the only difference was between the DonJoy Ankle Ligament Protector and the Aircast Training brace. We concluded: 1) there is limited practical performance effect upon agility while wearing an ankle brace; and 2) an athlete's perceived comfort, support, and performance restriction are contributing factors that may directly influence the effectiveness of ankle bracing.

  19. Bracing of the trunk and neck has a differential effect on head control during gait.

    PubMed

    Morrison, S; Russell, D M; Kelleran, K; Walker, M L

    2015-09-01

    During gait, the trunk and neck are believed to play an important role in dissipating the transmission of forces from the ground to the head. This attenuation process is important to ensure head control is maintained. The aim of the present study was to assess the impact of externally restricting the motion of the trunk and/or neck segments on acceleration patterns of the upper body and head and related trunk muscle activity. Twelve healthy adults performed three walking trials on a flat, straight 65-m walkway, under four different bracing conditions: 1) control-no brace; 2) neck-braced; 3) trunk-braced; and 4) neck-trunk braced. Three-dimensional acceleration from the head, neck (C7) and lower trunk (L3) were collected, as was muscle activity from trunk. Results revealed that, when the neck and/or trunk were singularly braced, an overall decrease in the ability of the trunk to attenuate gait-related oscillations was observed, which led to increases in the amplitude of vertical acceleration for all segments. However, when the trunk and neck were braced together, acceleration amplitude across all segments decreased in line with increased attenuation from the neck to the head. Bracing was also reflected by increased activity in erector spinae, decreased abdominal muscle activity and lower trunk muscle coactivation. Overall, it would appear that the neuromuscular system of young, healthy individuals was able to maintain a consistent pattern of head acceleration, irrespective of the level of bracing, and that priority was placed over the control of vertical head accelerations during these gait tasks.

  20. Multidisciplinary Design Investigation of Truss-Braced Wing Aircraft

    NASA Technical Reports Server (NTRS)

    Grossman, B.; Kapania, R. K.; Mason, W. H.; Schetz, J. A.

    2000-01-01

    This final report summarizes the research done under NAG-1-1852, augmented by the additional concommitant research projects mentioned above. The transonic truss-braced wing is a highly integrated technology concept that has large potential payoffs including aircraft weight reduction and increased cruise performance. The operational benefits are a higher aspect ratio, lower thickness ratio, and lower wing weight compared to the conventional cantilever wing. The reduction in thickness allows the wing sweep to be reduced without incurring a transonic wave drag penalty and results in a further reduction of the wing weight. The reduced wing sweep also allows a larger percentage of the wing area to achieve natural laminar flow resulting in lower drag.

  1. BRACING WITHOUT SCALE FIGURE. AveryBartholomew Patent Railroad Iron Bridge, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    BRACING WITHOUT SCALE FIGURE. - Avery-Bartholomew Patent Railroad Iron Bridge, Town park south of Route 222, west of Owasco Inlet (moved from Elm Street Extension spanning Fall Creek, Nubia, NY), Groton, Tompkins County, NY

  2. DETAIL OF BRACING WITH SCALE FIGURE. AveryBartholomew Patent Railroad ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    DETAIL OF BRACING WITH SCALE FIGURE. - Avery-Bartholomew Patent Railroad Iron Bridge, Town park south of Route 222, west of Owasco Inlet (moved from Elm Street Extension spanning Fall Creek, Nubia, NY), Groton, Tompkins County, NY

  3. TOP CHORD, CENTRAL BRACING DETAIL. AveryBartholomew Patent Railroad Iron ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    TOP CHORD, CENTRAL BRACING DETAIL. - Avery-Bartholomew Patent Railroad Iron Bridge, Town park south of Route 222, west of Owasco Inlet (moved from Elm Street Extension spanning Fall Creek, Nubia, NY), Groton, Tompkins County, NY

  4. Sub structure on-line tests on braced frames with self-returning joint mechanism

    NASA Astrophysics Data System (ADS)

    Choi, Jae-hyouk; Ohi, Kenichi

    2006-03-01

    A Ni-Ti-Co alloy exhibits shape memory effect, pseudo-elasticity, and these transition properties depending on the temperature when used. This paper examined a first-step application of such an alloy to an earthquake resistant structural system by making and testing a pseudo-elastic bracing system. Substructure pseudo-dynamic tests were performed to examine the behavior of pseudo-elastic bracing system during an earthquake when combined with fictitious hysteretic dampers. A pseudo-elastic bracing system is better to be used with other hysteretic elements such as a hysteretic damper. A damper provides energy dissipation within small displacement levels, and a pseudo-elastic bracing system works in turn as a back-up/fail-safe system when an accidental failure of damper or damper interface occurs, and also it helps to pull back the structure to the original position by uninstalling the damper after earthquake.

  5. Correlation between compliance and brace treatment in juvenile and adolescent idiopathic scoliosis: SOSORT 2014 award winner

    PubMed Central

    2014-01-01

    Background Over the last years, evidence has accumulated in support of bracing as an effective treatment option in patients with idiopathic scoliosis. Yet, little information is available on the impact of compliance on the outcome of conservative treatment in scoliotic subjects. The aim of the present study was to prospectively evaluate the association between compliance to brace treatment and the progression of scoliotic curve in patients with idiopathic adolescent (AIS) or juvenile scoliosis (JIS). Methods Among 1.424 patients treated for idiopathic scoliosis, 645 were eligible for inclusion criteria. Three outcomes were distinguished in agreement with the SRS criteria: curve correction, curve stabilization and curve progression. Brace wearing was assessed by one orthopaedic surgeon (LA) and scored on a standardized form. Compliance to treatment was categorized as complete (brace worn as prescribed), incomplete A (brace removed for 1 month), incomplete B (brace removed for 2 months), incomplete C (brace removed during school hours), and incomplete D (brace worn overnight only). Chi square test, T test or ANOVA and ANOVA for repeated measures tests were used as statistical tests. Results The results from our study showed that at follow-up the compliance was: Complete 61.1%; Incomplete A 5.2%; Incomplete B 10.7%; Incomplete C 14.2%; Incomplete D 8.8%. Curve correction was accomplished in 301/319 of Complete, 19/27 Incomplete A, 25/56 Incomplete B, 52/74 Incomplete C, 27/46 Incomplete D. Cobb mean value was 29.8 ± 7.5 SD at beginning and 17.1 ± 10.9 SD at follow-up. Both Cobb and Perdriolle degree amelioration was significantly higher in patients with complete compliance over all other groups, both in juvenile, both in adolescent scoliosis. In the intention-to-treat analysis, the rate of surgical treatment was 2.1% among patients with definite outcome and 12.1% among those with drop-out. Treatment compliance showed significant interactions with time

  6. The effects of load carriage and bracing on the balance of schoolgirls with adolescent idiopathic scoliosis.

    PubMed

    Chow, Daniel H K; Leung, Dawn S S; Holmes, Andrew D

    2007-09-01

    The balance function of children is known to be affected by carriage of a school backpack. Children with adolescent idiopathic scoliosis (AIS) tend to show poorer balance performance, and are typically treated by bracing, which further affects balance. The objective of this study is to examine the combined effects of school backpack carriage and bracing on girls with AIS. A force platform was used to record center of pressure (COP) motion in 20 schoolgirls undergoing thoraco-lumbar-sacral orthosis (TLSO brace) treatment for AIS. COP data were recorded with and without brace while carrying a backpack loaded at 0, 7.5, 10, 12.5 and 15% of the participant's bodyweight (BW). Ten participants stood on a solid base and ten stood on a foam base, while all participants kept their eyes closed throughout. Sway parameters were analyzed by repeated measures ANOVA. No effect of bracing was found for the participants standing on the solid base, but wearing the brace significantly increased the sway area, displacement and medio-lateral amplitude in the participants standing on the foam base. The medio-lateral sway amplitude of participants standing on the solid base significantly increased with backpack load, whereas significant increases in antero-posterior sway amplitude, sway path length, sway area per second and short term diffusion coefficient were found in participants standing on the foam base. The poorer balance performance exhibited by participants with AIS when visual and somatosensory input is challenged appears to be exacerbated by wearing a TLSO brace, but no interactive effect between bracing and backpack loading was found.

  7. Effectiveness of an outside-the-boot ankle brace in reducing parachuting related ankle injuries

    PubMed Central

    Schmidt, M; Sulsky, S; Amoroso, P

    2005-01-01

    Objectives: To examine the efficacy of an outside-the-boot parachute ankle brace (PAB) in reducing risk of ankle injury to army paratrooper trainees and to identify inadvertent risks associated with PAB use. Design: The authors compared hospitalization rates for ankle, musculoskeletal, and other traumatic injury among 223 172 soldiers trained 1985–2002 in time periods defined by presence/absence of PAB use protocols. Multiple logistic regression analysis estimated adjusted odds ratios (OR) and 95% confidence intervals for injury outcomes, comparing pre and post brace periods to the brace protocol period. Setting: A research database consisting of training rosters from the US Army Airborne training facility (Fort Benning, GA) occupational, demographic, and hospitalization information. Main outcome measures: Injuries were considered training related if they occurred during a five week period starting with first scheduled static line parachute jump and a parachuting cause of injury code appeared in the hospital record. Results: Of 939 parachuting related hospitalizations during the defined risk period, 597 (63.6%) included an ankle injury diagnosis, 198 (21.1%) listed a musculoskeletal (non-ankle) injury, and 69 (7.3%) cited injuries to multiple body parts. Risk of ankle injury hospitalization was higher during both pre-brace (adjusted OR 2.38, 95% CI 1.92 to 2.95) and post-brace (adjusted OR 1.72, 95% CI 1.27 to 2.32) periods compared with the brace protocol period. Odds of musculoskeletal (non-ankle) injury or injury to multiple body parts did not change between the brace and post-brace periods. Conclusion: Use of a PAB during airborne training appears to reduce risk of ankle injury without increasing risk of other types of traumatic injury. PMID:15933409

  8. Tridimensional morphology and kinetics of etch pit on the {l_brace}0 0 0 1{r_brace} plane of sapphire crystal

    SciTech Connect

    Zhang Lunyong; Sun Jianfei; Zuo Hongbo; Yuan Zhiyong; Zhou Ji; Xing Dawei; Han Jiecai

    2012-08-15

    The tridimensional morphology and etching kinetics of the etch pit on the C-{l_brace}0 0 0 1{r_brace} plane of sapphire crystal ({alpha}-Al{sub 2}O{sub 3}) in molten KOH were studied experimentally. It was shown that the etch pit takes on tridimensional morphologies with triangular symmetry same as the symmetric property of the sapphire crystal. Pits like centric and eccentric triangular pyramid as well as hexagonal pyramid were observed, but the latter is less in density. In-depth analyses show the side walls of the etch pits belong to the {l_brace}1 1{sup Macron} 0 2{sup Macron }{r_brace} family, and the triangular pit contains edges full composed by Al{sup 3+} ions on the etching surface so it is more stable than the hexagonal pit since its edges on the etching surface contains Al{sup 2+} ions. The etch pits developed in a manner of kinematic wave by the step moving with constant speed, which is controlled by the chemical reaction with activation energy of 96.6 kJ/mol between Al{sub 2}O{sub 3} and KOH. - Graphical abstract: Schematic showing the atomic configuration of the predicted side walls of regular triangular pyramid shaped etch pit on the C-{l_brace}0 0 0 1{r_brace} plane of sapphire crystal. Highlights: Black-Right-Pointing-Pointer Observed the tridimensional morphology of etch pits. Black-Right-Pointing-Pointer Figured out the atomic configuration origin of the etch pits. Black-Right-Pointing-Pointer Quantitatively determined the etch rates of the etch pits.

  9. Experimental and analytical studies on the seismic behavior of conventional and hybrid braced frames

    NASA Astrophysics Data System (ADS)

    Lai, Jiun-Wei

    This dissertation summarizes both experimental and analytical studies on the seismic response of conventional steel concentrically braced frame systems of the type widely used in North America, and preliminary studies of an innovative hybrid braced frame system: the Strong-Back System. The research work is part of NEES small group project entitled "International Hybrid Simulation of Tomorrow's Braced Frames." In the experimental phase, a total of four full-scale, one-bay, two-story conventional braced frame specimens with different bracing member section shapes and gusset plate-to-beam connection details were designed and tested at the NEES Berkeley Laboratory. Three braced frame specimens were tested quasi-statically using the same predefined loading protocol to investigate the inelastic cyclic behavior of code-compliant braced frames at both the global and local level. The last braced frame specimen was nearly identical to one of those tested quasi-statically. However, it was tested using hybrid simulation techniques to examine the sensitivity of inelastic behavior on loading sequence and to relate the behavior observed to different levels of seismic hazard. Computer models of the test specimens were developed using two different computer software programs. In the software framework OpenSees fiber-based line elements were used to simulate global buckling of members and yielding and low-cycle fatigue failure at sections. The LS-DYNA analysis program was also used to model individual struts and the test specimens using shell elements with adaptive meshing and element erosion features. This program provided enhanced ability to simulate section local buckling, strain concentrations and crack development. The numerical results were compared with test results to assess and refine and the ability of the models to predict braced frame behavior. A series of OpenSees numerical cyclic component simulations were then conducted using the validated modeling approach. Two

  10. Does bracing influence brain activity during knee movement: an fMRI study.

    PubMed

    Thijs, Youri; Vingerhoets, Guy; Pattyn, Els; Rombaut, Lies; Witvrouw, Erik

    2010-08-01

    Studies have shown that proprioceptive inputs during active and passive arm movements are processed in the primary and secondary somatosensory cortex and supplementary motor area of the brain. At which level of the central nervous system proprioceptive signals coming from the knee are regulated remains to be elucidated. In order to investigate whether there is a detectable difference in brain activity when various proprioceptive inputs are exerted at the knee, functional magnetic resonance imaging (fMRI) was used. fMRI in 13 healthy, right leg-dominant female volunteers compared brain activation during flexion-extension movements of the right knee under three different conditions: with application of a tight knee brace, with application of a moderate tight knee sleeve, and without application of a brace or sleeve. Brain activation was detected in the primary sensorimotor cortex (left and right paracentral lobule) and in the left superior parietal lobule of the brain. There was a significantly higher level of brain activation with the application of the brace and sleeve, respectively, compared to the condition without a brace or sleeve. A significantly higher cortical activation was also seen when comparing the braced condition with the condition when a sleeve was applied. The results suggest that peripheral proprioceptive input to the knee joint by means of a brace or sleeve seems to influence brain activity during knee movement. The results of this study also show that the intensity of brain activation during knee movement can be influenced by the intensity of proprioceptive stimulation at the joint.

  11. An innovative seismic bracing system based on a superelastic shape memory alloy ring

    NASA Astrophysics Data System (ADS)

    Gao, Nan; Jeon, Jong-Su; Hodgson, Darel E.; DesRoches, Reginald

    2016-05-01

    Shape memory alloys (SMAs) have great potential in seismic applications because of their remarkable superelasticity. Seismic bracing systems based on SMAs can mitigate the damage caused by earthquakes. The current study investigates a bracing system based on an SMA ring which is capable of both re-centering and energy dissipation. This lateral force resisting system is a cross-braced system consisting of an SMA ring and four tension-only cable assemblies, which can be applied to both new construction and seismic retrofit. The performance of this bracing system is examined through a quasi-static cyclic loading test and finite element (FE) analysis. This paper describes the experimental design in detail, discusses the experimental results, compares the performance with other bracing systems based on SMAs, and presents an Abaqus FE model calibrated on the basis of experimental results to simulate the superelastic behavior of the SMA ring. The experimental results indicate that the seismic performance of this system is promising in terms of damping and re-centering. The FE model can be used in the simulation of building structures using the proposed bracing system.

  12. Vertebral Body Stapling versus Bracing for Patients with High-Risk Moderate Idiopathic Scoliosis

    PubMed Central

    Cuddihy, Laury; Danielsson, Aina J.; Cahill, Patrick J.; Samdani, Amer F.; Grewal, Harsh; Richmond, John M.; Mulcahey, M. J.; Gaughan, John P.; Antonacci, M. Darryl; Betz, Randal R.

    2015-01-01

    Purpose. We report a comparison study of vertebral body stapling (VBS) versus a matched bracing cohort for immature patients with moderate (25 to 44°) idiopathic scoliosis (IS). Methods. 42 of 49 consecutive patients (86%) with IS were treated with VBS and followed for a minimum of 2 years. They were compared to 121 braced patients meeting identical inclusion criteria. 52 patients (66 curves) were matched according to age at start of treatment (10.6 years versus 11.1 years, resp. [P = 0.07]) and gender. Results. For thoracic curves 25–34°, VBS had a success rate (defined as curve progression <10°) of 81% versus 61% for bracing (P = 0.16). In thoracic curves 35–44°, VBS and bracing both had a poor success rate. For lumbar curves, success rates were similar in both groups for curves measuring 25–34°. Conclusion. In this comparison of two cohorts of patients with high-risk (Risser 0-1) moderate IS (25–44°), in smaller thoracic curves (25–34°) VBS provided better results as a clinical trend as compared to bracing. VBS was found not to be effective for thoracic curves ≥35°. For lumbar curves measuring 25–34°, results appear to be similar for both VBS and bracing, at 80% success. PMID:26618169

  13. The development and use of SPIO Lycra compression bracing in children with neuromotor deficits.

    PubMed

    Hylton, N; Allen, C

    1997-01-01

    The use of flexible compression bracing in persons with neuromotor deficits offers improved possibilities for stability and movement control without severely limiting joint movement options. At the Children's Therapy Center in Kent, Washington, this treatment modality has been explored with increasing application in children with moderate to severe cerebral palsy and other neuromotor deficits over the past 6 years, with good success. Significant functional improvements using Neoprene shoulder/trunk/hip Bracing led us to experiment with much lighter compression materials. The stabilizing pressure input orthosis or SPIO bracing system (developed by Cheryl Allen, parent and Chief Designer, and Nancy Hylton, PT) is custom-fitted to the stability, movement control and sensory deficit needs of a specific individual. SPIO bracing developed for a specific child has often become part of a rapidly increasing group of flexible bracing options which appear to provide an improved base of support for functional gains in balance, dynamic stability, general and specific movement control with improved postural and muscle readiness. Both deep sensory and subtle biomechanical factors may account for the functional changes observed. This article discusses the development and current use of flexible compression SPIO bracing in this area.

  14. RESEARCH PROGRAM FOR BRACE - PROVIDING NO AND SPECIFIC NO2 MEASUREMENTS FOR THE BRACE DATABASE DURING THE MAY '02 FIELD STUDY

    EPA Science Inventory

    Three scientists from the EPA, RTP facility in Research Triangle Park, N.C. worked with the State of Florida and BRACE scientists to provide accurate and precise NO and specific NO2 measurements at two monitoring sites, the rural Sydney site and the near-bay, suburban Gandy sit...

  15. Biomechanical effects of valgus knee bracing: a systematic review and meta-analysis.

    PubMed

    Moyer, R F; Birmingham, T B; Bryant, D M; Giffin, J R; Marriott, K A; Leitch, K M

    2015-02-01

    To review and synthesize the biomechanical effects of valgus knee bracing for patients with medial knee osteoarthritis (OA). Electronic databases were searched from their inception to May 2014. Two reviewers independently determined study eligibility, rated study quality and extracted data. Where possible, data were combined into meta-analyses and pooled estimates with 95% confidence intervals (CI) for standardized mean differences (SMD) were calculated. Thirty studies were included with 478 subjects tested while using a valgus knee brace. Various biomechanical methods suggested valgus braces can decrease direct measures of medial knee compressive force, indirect measures representing the mediolateral distribution of load across the knee, quadriceps/hamstring and quadriceps/gastrocnemius co-contraction ratios, and increase medial joint space during gait. Meta-analysis from 17 studies suggested a statistically significant decrease in the external knee adduction moment (KAM) during walking, with a moderate-to-high effect size (SMD = 0.61; 95% CI: 0.39, 0.83; P < 0.001). Meta-regression identified a near-significant association for the KAM effect size and duration of brace use only (β, -0.01; 95% CI: -0.03, 0.0001; P = 0.06); with longer durations of brace use associated with smaller treatment effects. Minor complications were commonly reported during brace use and included slipping, discomfort and poor fit, blisters and skin irritation. Systematic review and meta-analysis suggests valgus knee braces can alter knee joint loads through a combination of mechanisms, with moderate-to-high effect sizes in biomechanical outcomes.

  16. Shaking Table Tests on R.C. Frame with Dissipative Bracings

    NASA Astrophysics Data System (ADS)

    Castellano, Maria Gabriella; Balducci, Francesco; Antonucci, Rodolfo

    2008-07-01

    The use of dissipative bracings in R. C. frames is of particular interest in seismic-prone European and Mediterranean countries for retrofit of existing buildings designed according to non-seismic specifications or old seismic codes, without a capacity design approach and therefore lacking ductility. The supplemental damping offered by the dissipative bracings allows the reduction of the ductility demands in R. C. structural members and thus can significantly reduce their damage. However, most of the experimental research carried out in recent years concerns the use of dissipative bracings in steel structures. This paper describes shaking table tests carried out on a one-bay, two-storey, full-scale spatial R. C. frame equipped with two different types of dissipative braces: fluid viscous dampers atop chevron braces, or buckling restrained braces along the diagonal. Tests were also conducted on the same frame without supplemental damping devices. Scope of these tests was the experimental verification of the effectiveness of dissipative braces in the retrofit of existing R. C.-framed buildings. Shaking table tests were conducted at increasing PGA levels. Various measurements were taken to monitor both overall as well as localized structure behaviour. Results demonstrate that the introduction of these devices could lead to the dissipation of up to 95% of input energy, thereby considerably reducing the ductility requirement of R. C. elements. A reduction of inter-storey drift of at least 50% was observed with all the dampers, in comparison with the bare frame. For example, in one case, the maximum interstorey drift in the test at PGA = 0.23 g was 0.29%, well below the limit of 0.5% usually given by the standards as the SLS limit to avoid damage to masonry infills.

  17. Seismic Energy Demand of Buckling-Restrained Braced Frames

    NASA Astrophysics Data System (ADS)

    Choi, Hyunhoon; Kim, Jinkoo

    2008-07-01

    In this study seismic analyses of steel structures were carried out to examine the effect of ground motion characteristics and structural properties on energy demands using 60 earthquake ground motions recorded in different soil conditions, and the results were compared with those of previous works. Analysis results show that ductility ratios and the site conditions have significant influence on input energy. The ratio of hysteretic to input energy is considerably influenced by the ductility ratio and the strong motion duration. It is also observed that as the predominant periods of the input energy spectra are significantly larger than those of acceleration response spectra used in the strength design, the strength demand on a structure designed based on energy should be checked especially in short period structures. For that reason framed structures with buckling-restrained-braces (BRBs) were designed in such a way that all the input energy was dissipated by the hysteretic energy of the BRBs, and the results were compared with those designed by conventional strength-based design procedure.

  18. Pulmonary function changes and its influencing factors after preoperative brace treatment in patients with adolescent idiopathic scoliosis

    PubMed Central

    Ran, Bo; Fan, Yuxin; Yuan, Feng; Guo, Kaijin; Zhu, Xiaodong

    2016-01-01

    Abstract Background: The aim of the study was to retrospectively investigate the changes in pulmonary function and its influencing factors in patients with adolescent idiopathic scoliosis (AIS) undergoing preoperative brace treatment or not. Methods: Total 237 AIS patients (43 boys, 194 girls) who underwent operations and had a complete record of pulmonary function tests were enrolled and were divided into preoperative brace treatment group (brace treatment group, n = 60) and without preoperative brace treatment group (control group, n = 177). The pulmonary function parameters were compared between the 2 groups. Multiple linear regression analysis was performed to explore whether the variables, including age at operation, height, coronal Cobb's angle of main curve, number of involved vertebrae, sagittal Cobb's angle of thoracic curve, brace treatment time per day and brace treatment duration, influenced pulmonary function in the brace treatment group. Results: No significant differences were observed in both predicted and actually measured value of forced vital capacity (FVC) and predicted value of forced expiratory volume in 1 s (FEV1) between 2 groups (P > 0.05), but actually measured FEV1, the percentage of actually measured and predicted value of FVC (FVC%) and FEV1 (FEV1%) were significantly lower in the brace treatment group than those in the control group (P < 0.05). Importantly, the above changes in actually measured FEV1 and FEV1% were obvious in AIS patients presented with a main thoracic curve (P < 0.05), but not in patients with a primary thoracolumbar/lumbar curve. Multiple linear regression analysis indicated that only the sagittal Cobb's angle of the thoracic curve was positively, but preoperative brace treatment duration was negatively associated with both the FVC% and FEV1% (P < 0.05). Conclusion: Preoperative brace treatment may deteriorate pulmonary function in AIS patients with thoracic curve. The small sagittal Cobb angle and

  19. Forces exerted during exercises by patients with adolescent idiopathic scoliosis wearing fiberglass braces

    PubMed Central

    Romano, Michele; Carabalona, Roberta; Petrilli, Silvia; Sibilla, Paolo; Negrini, Stefano

    2006-01-01

    Objective To quantify and compare the forces exerted by scoliosis patients in fiberglass braces during exercises usually prescribed in departments where casts are made. The exercises are intended to increase corrective forces, activate muscles, stimulate ventilation and help the patient psychologically. Setting Outpatient care. Patients 17 consecutive adolescent patients wearing fiberglass brace for idiopathic scoliosis. Interventions Exercises (kyphotization, rotation, "escape from the pad") in different positions (sitting, supine, on all fours). Main outcome measure Pressure detected by the F-Socket System between the rib hump and the pad of the brace. Results In static and dynamic conditions, the position adopted did not alter the total pressure exerted by the brace, although the part of the sensor stimulated did vary. Kyphotization and rotation exercises produced a significant increase of pressure (+ 58.9% and +29.8%, respectively); however, the "escape from the pad" exercise, despite its name, did not produce any significant variation of pressure. Conclusion Exercises in the brace allow adjunctive forces to be applied on soft tissues and through them, presumably on the spine. Different exercises can be chosen to obtain different actions. Physical exercises and sporting activities are useful in mechanical terms, although other important actions should not be overlooked. PMID:16859544

  20. The effects of a semi-rigid ankle brace on a simulated isolated subtalar joint instability.

    PubMed

    Choisne, Julie; Hoch, Matthew C; Bawab, Sebastian; Alexander, Ian; Ringleb, Stacie I

    2013-12-01

    Subtalar joint instability is hypothesized to occur after injuries to the calcaneofibular ligament (CFL) in isolation or in combination with the cervical and the talocalcaneal interosseous ligaments. A common treatment for hindfoot instability is the application of an ankle brace. However, the ability of an ankle brace to promote subtalar joint stability is not well established. We assessed the kinematics of the subtalar joint, ankle, and hindfoot in the presence of isolated subtalar instability, investigated the effect of bracing in a CFL deficient foot and with a total rupture of the intrinsic ligaments, and evaluated how maximum inversion range of motion is affected by the position of the ankle in the sagittal plane. Kinematics from nine cadaveric feet were collected with the foot placed in neutral, dorsiflexion, and plantar flexion. Motion was applied with and without a brace on an intact foot and after sequentially sectioning the CFL and the intrinsic ligaments. Isolated CFL sectioning increased ankle joint inversion, while sectioning the CFL and intrinsic ligaments affected subtalar joint stability. The brace limited inversion at the subtalar and ankle joints. Additionally, examining the foot in dorsiflexion reduced ankle and subtalar joint motion.

  1. Investigation of the nonlinear seismic behavior of knee braced frames using the incremental dynamic analysis method

    NASA Astrophysics Data System (ADS)

    Sheidaii, Mohammad Reza; TahamouliRoudsari, Mehrzad; Gordini, Mehrdad

    2016-06-01

    In knee braced frames, the braces are attached to the knee element rather than the intersection of beams and columns. This bracing system is widely used and preferred over the other commonly used systems for reasons such as having lateral stiffness while having adequate ductility, damage concentration on the second degree convenience of repairing and replacing of these elements after Earthquake. The lateral stiffness of this system is supplied by the bracing member and the ductility of the frame attached to the knee length is supplied through the bending or shear yield of the knee member. In this paper, the nonlinear seismic behavior of knee braced frame systems has been investigated using incremental dynamic analysis (IDA) and the effects of the number of stories in a building, length and the moment of inertia of the knee member on the seismic behavior, elastic stiffness, ductility and the probability of failure of these systems has been determined. In the incremental dynamic analysis, after plotting the IDA diagrams of the accelerograms, the collapse diagrams in the limit states are determined. These diagrams yield that for a constant knee length with reduced moment of inertia, the probability of collapse in limit states heightens and also for a constant knee moment of inertia with increasing length, the probability of collapse in limit states increases.

  2. Enhancement of Seismic Performance Using Shear Link Braces in a Building Designed Only for Gravity Loads

    NASA Astrophysics Data System (ADS)

    Maniyar, S. U.; Paul, D. K.

    2012-02-01

    The present work attempts to study the behaviour of building designed for gravity loads only under the effect of lateral seismic load. Such a building is generally deficient against lateral forces and need to be retrofitted against lateral earthquake forces. A retrofitting scheme by providing aluminium shear link with chevron braces is suggested to improve its performance. Past earthquakes have shown a great deal of damages to the deficient RC frame buildings designed without any consideration to the lateral earthquake forces. Chevron braces with the aluminium shear link can be implemented as an effective retrofit measure. A comparison of the performance of building initially designed for gravity load only with the retrofitted building using chevron braces with the aluminium shear link is presented in this paper. The behaviour of building is worked out by performing nonlinear static pushover analysis and nonlinear time history analyses. A parametric study has also been carried out to study the effect of shear link and braces on the retrofitted building. The performance of RC building designed for gravity loads only as evaluated from the nonlinear static pushover analysis lies in life safety and collapse prevention range for DBE and MCE level of earthquakes respectively. The same building when retrofitted by using chevron braces with aluminium shear link show improved performance. This device is very simple, economic, effective and can be placed in a building very easily. The dissipation of damaging energy/damage is localised in shear link which can be replaced after a major earthquake.

  3. Inelastic behavior of cold-formed braced walls under monotonic and cyclic loading

    NASA Astrophysics Data System (ADS)

    Gerami, Mohsen; Lotfi, Mohsen; Nejat, Roya

    2015-06-01

    The ever-increasing need for housing generated the search for new and innovative building methods to increase speed and efficiency and enhance quality. One method is the use of light thin steel profiles as load-bearing elements having different solutions for interior and exterior cladding. Due to the increase in CFS construction in low-rise residential structures in the modern construction industry, there is an increased demand for performance inelastic analysis of CFS walls. In this study, the nonlinear behavior of cold-formed steel frames with various bracing arrangements including cross, chevron and k-shape straps was evaluated under cyclic and monotonic loading and using nonlinear finite element analysis methods. In total, 68 frames with different bracing arrangements and different ratios of dimensions were studied. Also, seismic parameters including resistance reduction factor, ductility and force reduction factor due to ductility were evaluated for all samples. On the other hand, the seismic response modification factor was calculated for these systems. It was concluded that the highest response modification factor would be obtained for walls with bilateral cross bracing systems with a value of 3.14. In all samples, on increasing the distance of straps from each other, shear strength increased and shear strength of the wall with bilateral bracing system was 60 % greater than that with lateral bracing system.

  4. Experimental Tests of a Real Building Seismically Retrofitted by Special Buckling-Restrained Braces

    SciTech Connect

    D'Aniello, Mario; Della Corte, Gaetano; Mazzolani, Federico M.

    2008-07-08

    Buckling Restrained Braces (BRBs), differently from conventional braces, do not exhibit appreciable difference between the tensile and compression capacity and no strength degradation of brace capacity under compressive and cyclic loading. Since lateral and local buckling behaviour modes are restrained, large inelastic capacities are attainable. Hence, BRBs may represent an efficient and reliable solution for reducing the seismic vulnerability of buildings. Results of experimental tests on the response of a real two-story reinforced concrete (RC) building equipped with BRBs are presented and discussed. The considered BRBs are a special 'only-steel' version of the more common 'unbonded braces'. In particular, two different BRBs have been tested. Both of them are detachable 'only-steel' devices, consisting in a rectangular steel plate and a restraining steel sleeve. The latter is composed by two omega shapes which are bolted together. The main characteristic of the braces consists in the possibility to hide them within the space between the facing and the backing of masonry infill walls commonly used for RC buildings.

  5. Development of an internally braced prosthesis for total talus replacement.

    PubMed

    Regauer, Markus; Lange, Mirjam; Soldan, Kevin; Peyerl, Steffen; Baumbach, Sebastian; Böcker, Wolfgang; Polzer, Hans

    2017-03-18

    Total loss of talus due to trauma or avascular necrosis, for example, still remains to be a major challenge in foot and ankle surgery with severely limited treatment options. Implantation of a custom made total talar prosthesis has shown promising results so far. Most important factors for long time success are degree of congruence of articular surfaces and ligamentous stability of the ankle. Therefore, our aim was to develop an optimized custom made prosthesis for total talus replacement providing a high level of primary stability. A custom made hemiprosthesis was developed using computed tomography and magnetic resonance imaging data of the affected and contralateral talus considering the principles and technology for the development of the S.T.A.R. prosthesis (Stryker). Additionally, four eyelets for fixation of artificial ligaments were added at the correspondent footprints of the most important ligaments. Two modifications can be provided according to the clinical requirements: A tri-articular hemiprosthesis or a bi-articular hemiprosthesis combined with the tibial component of the S.T.A.R. total ankle replacement system. A feasibility study was performed using a fresh frozen human cadaver. Maximum range of motion of the ankle was measured and ligamentous stability was evaluated by use of standard X-rays after application of varus, valgus or sagittal stress with 150 N. Correct implantation of the prosthesis was technically possible via an anterior approach to the ankle and using standard instruments. Malleolar osteotomies were not required. Maximum ankle dorsiflexion and plantarflexion were measured as 22-0-28 degrees. Maximum anterior displacement of the talus was 6 mm, maximum varus tilt 3 degrees and maximum valgus tilt 2 degrees. Application of an internally braced prosthesis for total talus replacement in humans is technically feasible and might be a reasonable procedure in carefully selected cases with no better alternatives left.

  6. Development of an internally braced prosthesis for total talus replacement

    PubMed Central

    Regauer, Markus; Lange, Mirjam; Soldan, Kevin; Peyerl, Steffen; Baumbach, Sebastian; Böcker, Wolfgang; Polzer, Hans

    2017-01-01

    Total loss of talus due to trauma or avascular necrosis, for example, still remains to be a major challenge in foot and ankle surgery with severely limited treatment options. Implantation of a custom made total talar prosthesis has shown promising results so far. Most important factors for long time success are degree of congruence of articular surfaces and ligamentous stability of the ankle. Therefore, our aim was to develop an optimized custom made prosthesis for total talus replacement providing a high level of primary stability. A custom made hemiprosthesis was developed using computed tomography and magnetic resonance imaging data of the affected and contralateral talus considering the principles and technology for the development of the S.T.A.R. prosthesis (Stryker). Additionally, four eyelets for fixation of artificial ligaments were added at the correspondent footprints of the most important ligaments. Two modifications can be provided according to the clinical requirements: A tri-articular hemiprosthesis or a bi-articular hemiprosthesis combined with the tibial component of the S.T.A.R. total ankle replacement system. A feasibility study was performed using a fresh frozen human cadaver. Maximum range of motion of the ankle was measured and ligamentous stability was evaluated by use of standard X-rays after application of varus, valgus or sagittal stress with 150 N. Correct implantation of the prosthesis was technically possible via an anterior approach to the ankle and using standard instruments. Malleolar osteotomies were not required. Maximum ankle dorsiflexion and plantarflexion were measured as 22-0-28 degrees. Maximum anterior displacement of the talus was 6 mm, maximum varus tilt 3 degrees and maximum valgus tilt 2 degrees. Application of an internally braced prosthesis for total talus replacement in humans is technically feasible and might be a reasonable procedure in carefully selected cases with no better alternatives left. PMID:28361015

  7. HINGED CAST BRACE FOR PERSISTENT FLEXION CONTRACTURE FOLLOWING TOTAL KNEE REPLACEMENT

    PubMed Central

    Karam, Matthew D; Pugely, Andrew; Callaghan, John J; Shurr, Donald

    2011-01-01

    The reported incidence of persistent knee flexion contracture following total knee arthroplasty (TKA) has varied from 1-15 percent Various treatment modalities have been described in attempts to manage this often difficult problem. This paper describes a novel method of treatment by using a hinged cast brace (previously reported for treatment of femur fractures and knee contractures secondary to hemophilia and cerebral palsy) for use in patients with symptomatic knee flexion contractures. Application of this cast brace with frequent adjustment (every three to four days, initially) toward full extension can often improve knee extension, after physical therapy and other modalities such as extension-assist braces have failed. Care must be taken in the application and use of this device which utilizes frequent manipulations to reduce and maintain the knee flexion angle. We report two clinical cases in which this protocol was effectively used in decreasing symptomatic knee flexion contractures. PMID:22096423

  8. Use of an abduction brace for developmental dysplasia of the hip after failure of Pavlik harness use.

    PubMed

    Hedequist, Daniel; Kasser, James; Emans, John

    2003-01-01

    The authors reviewed the records of 15 infants who were treated with an abduction brace after Pavlik harness use for developmental dysplasia of the hip (DDH) failed. Failure was defined as persistent dislocation or instability of the hip. Thirteen of these 15 patients had resolution of DDH with the use of an abduction brace. The median time spent in the brace before stabilization of examination findings was 24 days; the median time in the brace before normalization of ultrasound parameters was 46 days. There were no complications with regard to use of the abduction orthosis. At final follow-up of an average of 3 years and 7 months, no patient had undergone surgery and no patient had residual dysplasia or avascular necrosis of the hip. The two patients in whom both the Pavlik harness and abduction brace failed went on to successful closed reduction and spica cast application.

  9. Chinese Adaptation of the Bad Sobernheim Stress Questionnaire for Patients With Adolescent Idiopathic Scoliosis Under Brace Treatment

    PubMed Central

    Xu, Ximing; Wang, Fei; Yang, Mingyuan; Huang, Qikai; Chang, Yifan; Wei, Xianzhao; Bai, Yushu; Li, Ming

    2015-01-01

    Abstract Bad Sobernheim Stress Questionnaire (BSSQ)-Deformity and BSSQ-Brace are the most widely used instruments for evaluating stress levels in adolescent idiopathic scoliosis (AIS) patients under brace treatment, and good reliability and validity have been demonstrated across different cultures. Great stress has been found among many adolescents, becoming a major concern for professionals. However, no previous research has addressed the cultural adaptations and psychometric testing of BSSQ-Deformity and BSSQ-Brace in China or the stress levels in AIS patients. The purposes of our study were to evaluate the cross-cultural adaptation and validation of the BSSQ-Deformity and BSSQ-Brace and to investigate stress levels in Chinese (AIS) patients under brace treatment. The original (German) versions of BSSQ-Deformity and BSSQ-Brace were cross-culturally translated according to international guidelines. Psychometric properties such as reliability and construct validity were tested. Eighty-six AIS patients were included in our study, and 50 patients paid a second visit 3 to 7 days later to test reproducibility. Cronbach α and the intraclass coefficient were determined to assess internal consistency and reproducibility. Scoliosis Research Society patient questionnaire-22 (SRS-22) was applied to evaluate construct validity. The mean BSSQ-Deformity and BSSQ-Brace scores were 15.3 and 13.4 points, respectively. Severe stress was observed in 12% of patients due to brace treatment. Item analysis demonstrated that each item was scored under a normal distribution with no redundancy. Psychometric analysis revealed excellent internal consistency (Cronbach α = 0.85 and 0.80, respectively) and reproducibility (intraclass correlation coefficient = 0.85 and 0.90, respectively) for BSSQ-Deformity and BSSQ-Brace. The correlation coefficients of BSSQ-Deformity, BSSQ-Brace and SRS-22 were 0.48 and 0.63, respectively. In conclusion, BSSQ-Deformity and BSSQ-Brace have been

  10. Radiological and cosmetic improvement 2 years after brace weaning--a case report.

    PubMed

    Rigo, Manuel

    2003-01-01

    In the early international literature, up to now only very few cases are reported with adolescent idiopathic scoliosis (AIS) and a significant improvement of Cobb angle after conservative management. In the recent literature the possibility of an improvement of Cobb angle at skeletal maturity after brace treatment is mentioned no more. The application of physiotherapy and braces is widely rejected while the standards of conservative measures differ greatly worldwide. So it seems necessary more than ever to present the possibility of successful conservative measures nowadays. More detailed case reports with long-term follow-up using defined protocols are needed to provide appropriate standards for replication by others. The purpose of this presentation is to demonstrate the possibility of significant improvement of curvature angle and cosmesis after the application of long-term physiotherapy and brace treatment in a girl with a curve of more than 50 degrees where spontaneous resolving is not usual. A pre-menarchial girl (although being Risser 2) with a Cobb angle of 53 degrees was treated by exercises and curve-specific bracing for more than 3 years. Two years after the start of the weaning period, the Cobb angle was 36 degrees with a marked and stable cosmetic improvement at the age of 18 years. This case report shows that conservative treatment can improve both cosmesis and curvature in immature patients with AIS. The results of such treatment is appreciated by the patients because of the significant reduction of the truncal deformity as documented by surface topography.

  11. Multidisciplinary Design Investigation of Truss-Braced Wing Aircraft. Phase 4

    NASA Technical Reports Server (NTRS)

    Grossman, B.; Kapania, R. K.; Mason, W. H.; Schetz, J. A.

    2000-01-01

    The subject grant was in effect from 7/l/99 to 10/31/99. The objective of this grant was to complete a strut-braced wing study which began, which was in effect from 6/27/96 until 9/15/99. While the initial grant was on-going, we were also under subcontract to Lockheed-Martin, Aerospace Systems Division, Marietta, GA to do additional studies related to the strut-braced wing grant "A Structural and Aerodynamic Investigation of a Strut-Braced Wing Transonic Aircraft Concept", 4/l/98-11/15/98. Lockheed-Martin was under contract to NASA Langley. Finally the research under this grant has led to a joint proposal from NASA Langley, Locheed-Martin, Virginia Tech and NASA Dryden to develop a transonic strut-braced wing demonstration aircraft in response to Flight Research for Revolutionary Aeronautical Concepts (REVCON). This final report summarizes the research done, augmented by the additional concommitant research projects mentioned above.

  12. An in vitro dynamic evaluation of prophylactic knee braces during lateral impact loading.

    PubMed

    Erickson, A R; Yasuda, K; Beynnon, B; Johnson, R; Pope, M

    1993-01-01

    To determine the ability of prophylactic knee braces to reduce or limit medial collateral and anterior cruciate ligament elongation under dynamic loading conditions, we used cadaveric specimens that had a surrogate soft tissue material that matched the tissue compliance of in vivo contracted muscles. Eight cadaveric specimens were fitted with four prophylactic knee braces and instrumented with Hall Effect Strain Transducers on both the medial collateral and anterior cruciate ligament. Each specimen was mounted in a testing frame while a lateral impact was applied to the knee joint by a pendulum at levels below the injury threshold. Legs were tested at 0 degrees and 30 degrees of knee flexion, both with and without an intact anterior cruciate ligament. The maximum elongation for each ligament was calculated as a percentage of the initial measured length. The addition of a prophylactic knee brace significantly reduced the level of impact force at the point of impact, but this did not result in a significant reduction of anterior cruciate ligament elongation for any test. Although not significant, all braces tested were more effective at reducing medial collateral ligament elongation during a lateral impact with the knee flexion at 30 degrees than at 0 degrees.

  13. Displacement-Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part II: Numerical Results

    NASA Astrophysics Data System (ADS)

    Mazza, Fabio; Vulcano, Alfonso

    2008-07-01

    For a widespread application of dissipative braces to protect framed buildings against seismic loads, practical and reliable design procedures are needed. In this paper a design procedure based on the Direct Displacement-Based Design approach is adopted, assuming the elastic lateral storey-stiffness of the damped braces proportional to that of the unbraced frame. To check the effectiveness of the design procedure, presented in an associate paper, a six-storey reinforced concrete plane frame, representative of a medium-rise symmetric framed building, is considered as primary test structure; this structure, designed in a medium-risk region, is supposed to be retrofitted as in a high-risk region, by insertion of diagonal braces equipped with hysteretic dampers. A numerical investigation is carried out to study the nonlinear static and dynamic responses of the primary and the damped braced test structures, using step-by-step procedures described in the associate paper mentioned above; the behaviour of frame members and hysteretic dampers is idealized by bilinear models. Real and artificial accelerograms, matching EC8 response spectrum for a medium soil class, are considered for dynamic analyses.

  14. 50 CFR Figure 15 to Part 223 - Weedless TED Brace Bar Description

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... 50 Wildlife and Fisheries 9 2011-10-01 2011-10-01 false Weedless TED Brace Bar Description 15 Figure 15 to Part 223 Wildlife and Fisheries NATIONAL MARINE FISHERIES SERVICE, NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, DEPARTMENT OF COMMERCE MARINE MAMMALS THREATENED MARINE AND ANADROMOUS SPECIES...

  15. 50 CFR Figure 15 to Part 223 - Weedless TED Brace Bar Description

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... 50 Wildlife and Fisheries 10 2012-10-01 2012-10-01 false Weedless TED Brace Bar Description 15 Figure 15 to Part 223 Wildlife and Fisheries NATIONAL MARINE FISHERIES SERVICE, NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION, DEPARTMENT OF COMMERCE MARINE MAMMALS THREATENED MARINE AND ANADROMOUS SPECIES...

  16. Effects of bottom bracings on torsional dynamic characteristics of horizontally curved twin I-girder bridges with different curvatures

    NASA Astrophysics Data System (ADS)

    Awall, Md. Robiul; Hayashikawa, Toshiro; Matsumoto, Takashi; He, Xingwen

    2012-03-01

    Curved twin I-girder bridges (CTIGBs) have low torsional stiffness that makes them vulnerable to dynamic loads. This study investigates the effects of bottom bracings on the torsional dynamic characteristics of CTIGBs. Five types of bottom bracings are designed to investigate their effects on the dynamic characteristics of CTIGBs with different curvatures under free and forced vibrations. To perform numerical investigations, three-dimensional (3-D) finite element (FE) bridge and vehicle models are established using commercial ANSYS code, and then a vehicle-bridge interaction analysis approach is proposed. Road roughness profiles generated from power spectral density and cross spectral functions are also taken into account in the analyses. The numerical results show that torsional frequencies increase significantly after providing bottom bracings, and the increasing rate depends on the type of bottom bracings and their locations of installation. Bottom bracings can act as load transmitting members from one main girder to the others. Large negative bearing forces that have occurred in bridges with small radii of curvatures can be remarkably reduced by providing bottom bracing systems. It is found that the performances of several bottom bracing systems are effective in improving the torsional dynamic characteristics of the bridges in this study.

  17. Preliminary design characteristics of a subsonic business jet concept employing an aspect ratio 25 strut braced wing

    NASA Technical Reports Server (NTRS)

    Turriziani, R. V.; Lovell, W. A.; Martin, G. L.; Price, J. E.; Swanson, E. E.; Washburn, G. F.

    1980-01-01

    The advantages of replacing the conventional wing on a transatlantic business jet with a larger, strut braced wing of aspect ratio 25 were evaluated. The lifting struts reduce both the induced drag and structural weight of the heavier, high aspect ratio wing. Compared to the conventional airplane, the strut braced wing design offers significantly higher lift to drag ratios achieved at higher lift coefficients and, consequently, a combination of lower speeds and higher altitudes. The strut braced wing airplane provides fuel savings with an attendant increase in construction costs.

  18. Influence of Functional Knee Bracing on the Isokinetic and Functional Tests of Anterior Cruciate Ligament Deficient Patients

    PubMed Central

    Mortaza, Niyousha; Abu Osman, Noor Azuan; Jamshidi, Ali Ashraf; Razjouyan, Javad

    2013-01-01

    Use of functional knee braces has been suggested to provide protection and to improve kinetic performance of the knee in Anterior cruciate ligament(ACL)-injured patients. However, many athletes might refrain from wearing the braces because of the fear of performance hindrance in the playing field. The aim of this study was to examine the effect of three functional knee brace/sleeves upon the isokinetic and functional performance of ACL-deficient and healthy subjects. Six anterior cruciate ligament deficient (29.0±5.3 yrs., 175.2±5.4 cm, and 73.0±10.0 kg) and six healthy male subjects (27.2±3.7 yrs., 176.4±6.4 cm, and 70.3±6.9 kg) were selected. The effect of a custom-made functional knee brace, and two neoprene knee sleeves, one with four metal supports and one without support were examined via the use of isokinetic and functional tests in four sets (non-braced,wearing functional knee brace,and wearing the sleeves). Cross-over hop and single leg vertical jump test were performed and jump height, and hop distance were recorded. Peak torque to body weight ratio and average power in two isokinetic velocities(60°.s−1,180°.s−1) were recorded and the brace/sleeves effect was calculated as the changes in peak torque measured in the brace/sleeves conditions, expressed as a percentage of peak torque measured in non-braced condition. Frequency content of the isokinetic torque-time curves was also analyzed. Wilcoxon signed rank test was used to compare the measured values in four test conditions within each control and ACL-deficient group,and Mann-Whitney U test was used for the comparison between the two groups. No significant differences in peak torque, average power, torque-time curve frequency content, vertical-jump and hop measurements were found within the experimental and the non-braced conditions (p>0.05). Although the examined functional knee brace/sleeves had no significant effect on the knee muscle performance, there have been some enhancement regarding

  19. Two Cases of Eating Disorders in Adolescents with Dental Braces Fitted Prior to the Onset of Anorexia Nervosa.

    PubMed

    Lee, Ju-Yeon; Kim, Sung-Wan; Kim, Jae-Min; Shin, Il-Seon; Yoon, Jin-Sang

    2015-07-01

    Orthodontic treatment typically occurs during early childhood and adolescence but the wearing of dental braces is often associated with sudden changes in eating patterns that prolong treatment into the teenage years. Despite these changes, psychological assessments related to eating disorders during the course of orthodontic treatment are often ignored. Based on the findings of the present case report, it is suggested that adolescent patients who wear braces and exhibit severe weight loss should be carefully monitored for psychiatric problems, including eating disorders.

  20. Performance-based plastic design method for steel concentric braced frames

    NASA Astrophysics Data System (ADS)

    Banihashemi, M. R.; Mirzagoltabar, A. R.; Tavakoli, H. R.

    2015-09-01

    This paper presents a performance-based plastic design (PBPD) methodology for the design of steel concentric braced frames. The design base shear is obtained based on energy-work balance equation using pre-selected target drift and yield mechanism. To achieve the intended yield mechanism and behavior, plastic design is applied to detail the frame members. For validity, three baseline frames (3, 6, 9-story) are designed according to AISC (Seismic Provisions for Structural Steel Buildings, American Institute of Steel Construction, Chicago, 2005) seismic provisions (baseline frames). Then, the frames are redesigned based on the PBPD method. These frames are subjected to extensive nonlinear dynamic time-history analyses. The results show that the PBPD frames meet all the intended performance objectives in terms of yield mechanisms and target drifts, whereas the baseline frames show very poor response due to premature brace fractures leading to unacceptably large drifts and instability.

  1. Treatment of Humeral Fracture after Shoulder Arthroplasty using Functional Brace: A Case Report

    PubMed Central

    Terabayashi, Nobuo; Matsumoto, Kazu; Takigami, Iori; Ito, Yoshiki

    2016-01-01

    Introduction: A periprosthetic humeral fracture is rare after shoulder arthroplasty, and such cases have considerable problems. Patients with this kind of fracture are often complicated by osteopenia, other types of severe disease, or are elderly. Surgical treatment of this fracture type carries some risk, and surgeons may be unsure about the most appropriate approach to adopt. Case report: The present case occurred in a 78-year-old woman with an osteoporotic humeral bone, and chronic dislocation of shoulder after shoulder arthroplasty. There were many risk factors for revision surgery or ostheosynthesis. Therefore, we decided to treat the patient by functional bracing. Fortunately, complete radiographic union was confirmed at 17 weeks. She returned to daily life with good functional activity. Conclusion: In our opinion, it is acceptable to select functional bracing for periprosthetic humeral fractures after shoulder arthroplasty without stem loosening in elderly patients with an osteoporotic humeral bone. PMID:28111621

  2. Seismic design of steel structures with lead-extrusion dampers as knee braces

    SciTech Connect

    Monir, Habib Saeed; Naser, Ali

    2008-07-08

    One of the effective methods in decreasing the seismic response of structure against dynamic loads due to earthquake is using energy dissipating systems. Lead-extrusion dampers (LED) are one of these systems that dissipate energy in to one lead sleeve because of steel rod movement. Hysteresis loops of these dampers are approximately rectangular and acts independent from velocity in frequencies that are in the seismic frequency rang. In this paper lead dampers are considered as knee brace in steel frames and are studied in an economical view. Considering that lead dampers don't clog structural panels, so this characteristic can solve brace problems from architectural view. The behavior of these dampers is compared with the other kind of dampers such as XADAS and TADAS. The results indicate that lead dampers act properly in absorbing the induced energy due to earthquake and good function in controlling seismic movements of multi-story structures.

  3. Seismic design of steel structures with lead-extrusion dampers as knee braces

    NASA Astrophysics Data System (ADS)

    monir, Habib Saeed; Naser, Ali

    2008-07-01

    One of the effective methods in decreasing the seismic response of structure against dynamic loads due to earthquake is using energy dissipating systems. Lead-extrusion dampers (LED)are one of these systems that dissipate energy in to one lead sleeve because of steel rod movement. Hysteresis loops of these dampers are approximately rectangular and acts independent from velocity in frequencies that are in the seismic frequency rang. In this paper lead dampers are considered as knee brace in steel frames and are studied in an economical view. Considering that lead dampers don't clog structural panels, so this characteristic can solve brace problems from architectural view. The behavior of these dampers is compared with the other kind of dampers such as XADAS and TADAS. The results indicate that lead dampers act properly in absorbing the induced energy due to earthquake and good function in controlling seismic movements of multi-story structures

  4. Lateral bracing of the tongue during the onset phase of alveolar stops: an EPG study.

    PubMed

    Lee, Alice; Gibbon, Fiona E; Oebels, Judith

    2015-03-01

    Although raising the sides of the tongue to form a seal with the palate and upper teeth--lateral bracing--plays a key role in controlling airflow direction, providing overall tongue stability and building up oral pressure during alveolar consonant production, details of this articulatory gesture remain poorly understood. This study examined the dynamics of lateral bracing during the onset of alveolar stops /t/, /d/, /n/ produced by 15 typical English-speaking adults using electropalatography. Percent tongue palate contact in the lateral regions over a 150-ms period from the preceding schwa to stop closure was measured. Rapid rising of the sides of the tongue from the back towards the front during the 50-ms period before closure was observed, with oral stops showing significantly more contact than nasal stops. This feature corresponds to well-documented formant transitions detectable from acoustic analysis. Possible explanations for increased contact for oral stops and clinical implications are discussed.

  5. 13. 'Portal and Transverse Bracing, 1 180'01/4' c. to ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. 'Portal and Transverse Bracing, 1 - 180'-0-1/4' c. to c. end pins S. Tr. Thro. Truss Span, 16th Crossing Sacramento River, Sacramento Division, So. Pac. Co., The Phoenix Bridge Co., C.O. #842, Draw #6, Engineer C. Scheidl, Draftsman Hermanns, Scale 1' = 1', Apr. 26, 1901.' - Southern Pacific Railroad Shasta Route, Bridge No. 324.99, Milepost 324.99, Shasta Springs, Siskiyou County, CA

  6. 13. 'Transverse Bracing for 1 208'101/2' C. to C. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. 'Transverse Bracing for 1 - 208'-10-1/2' C. to C. End Pins S. Tr. Thro. Skew Span, 6th Crossing of Sacramento River, So. Pac. Co., The Phoenix Bridge Co., C.O. 836D, Drawing No. 7, Scale - 1' = 1', Engineer - B.M. Krohn, May 11th `01, Slaughter' - Southern Pacific Railroad Shasta Route, Bridge No. 301.85, Milepost 301.85, Pollard Flat, Shasta County, CA

  7. Orthopedic Management of Scoliosis by Garches Brace and Spinal Fusion in SMA Type 2 Children

    PubMed Central

    Catteruccia, Michela; Vuillerot, Carole; Vaugier, Isabelle; Leclair, Danielle; Azzi, Viviane; Viollet, Louis; Estournet, Brigitte; Bertini, Enrico; Quijano-Roy, Susana

    2015-01-01

    Background: Scoliosis is the most debilitating issue in SMA type 2 patients. No evidence confirms the efficacy of Garches braces (GB) to delay definitive spinal fusion. Objective: Compare orthopedic and pulmonary outcomes in children with SMA type 2 function to management. Method: We carried out a monocentric retrospective study on 29 SMA type 2 children who had spinal fusion between 1999 and 2009. Patients were divided in 3 groups: group 1-French patients (12 children) with a preventive use of GB; group 2-French patients (10 children) with use of GB after the beginning of the scoliosis curve; and group 3-Italian patients (7 children) with use of GB after the beginning of the scoliosis curve referred to our centre to perform orthopedic preoperative management. Results: Mean preoperative and postoperative Cobb angle were significantly lower in the group 1 of proactively braced than in group 2 or 3 (Anova p = 0.03; Kruskal Wallis test p = 0.05). Better surgical results were observed in patients with a minor preoperative Cobb angle (r = 0.92 p <  0.0001). Fewer patients in the group 1 proactively braced required trunk casts and/or halo traction and an additional anterior fusion in comparison with patients in the group 2 and 3. Moreover, major complications tend to be less in the group 1 proactively braced. No significant differences were found between groups in pulmonary outcome measures. Conclusions: A proactive orthotic management may improve orthopedic outcome in SMA type 2. Further prospective studies comparing SMA management are needed to confirm these results. Level of Evidence: Therapeutic Level III. See Instructions to Authors on jbjs.org for a complete description of levels of evidence (Retrospective comparative study). PMID:27858747

  8. Metal phosphonates based on aminomethylenediphosphonate: Syntheses and characterization of Na{sub 4}Zn{l_brace}NH{sub 3}CH(PO{sub 3}){sub 2}{r_brace}{sub 2}.4H{sub 2}O, Ni{l_brace}NH{sub 3}CH(PO{sub 3}H){sub 2}{r_brace}{sub 2}.xH{sub 2}O and NaNi{sub 2}{l_brace}NH{sub 3}CH(PO{sub 3})(PO{sub 3}H{sub 0.5}){r_brace}{sub 2}(H{sub 2}O){sub 2}.2H{sub 2}O

    SciTech Connect

    Bao Songsong; Wang Tianwei; Li Yizhi; Zheng Limin . E-mail: lmzheng@nju.edu.cn

    2006-02-15

    This paper describes the syntheses of three transition metal diphosphonate compounds: Na{sub 4}Zn{l_brace}NH{sub 3}CH(PO{sub 3}){sub 2}{r_brace}{sub 2}.4H{sub 2}O (1), Ni{l_brace}NH{sub 3}CH(PO{sub 3}H){sub 2}{r_brace}{sub 2}.xH{sub 2}O (2) and NaNi{sub 2}{l_brace}NH{sub 3}CH(PO{sub 3})(PO{sub 3}H{sub 0.5}){r_brace}{sub 2}(H{sub 2}O){sub 2}.2H{sub 2}O (3). Compound 1 contains chains of [Zn{l_brace}NH{sub 3}CH(PO{sub 3}){sub 2}{r_brace}{sub 2}]{sub n}{sup 4n-} made up of corner-sharing ZnO{sub 6} octahedra and CPO{sub 3} tetrahedra, which are further connected by tetramers of edge-sharing NaO{sub 6} octahedra, forming a three-dimensional open-framework structure. Compound 2 shows a square-grid layer structure where the NiO{sub 6} octahedra are corner shared with CPO{sub 3} tetrahedra. The adjacent layers are linked by strong inter-layer hydrogen bonds, resulting in a three-dimensional open-network structure with channels where the lattice water molecules reside. The structure of compound 3 is analogous to that of NaCo{sub 2}{l_brace}NH{sub 3}CH(PO{sub 3})(PO{sub 3}H{sub 0.5}){r_brace}{sub 2}(H{sub 2}O){sub 2}.xH{sub 2}O in which layers of Ni{sub 2}{l_brace}NH{sub 3}CH(PO{sub 3})(PO{sub 3}H{sub 0.5}){r_brace}{sub 2}(H{sub 2}O){sub 2} are connected by NaO{sub 6} linkages into an open-framework structure. The magnetic studies show that weak antiferromagnetic interactions are mediated between the nickel ions in compounds 2 and 3. Crystal data for 1: triclinic, space group P-1, a=5.551(2)A, b=6.166(2)A, c=12.424(4)A, {alpha}=92.422(6){sup o}, {beta}=92.687(7){sup o}, {gamma}=93.926(6){sup o}, V=423.3(2)A{sup 3}, Z=2. For 2: triclinic, space group P-1, a=9.043(1)A, b=9.180(1)A, c=9.271(1)A, {alpha}=89.693(3){sup o}, {beta}=70.202(3){sup o}, {gamma}=89.530(3){sup o}, V=724.1(2)A{sup 3}, Z=2.

  9. Assigning signs to the electronic nonadiabatic coupling terms: The {l_brace}H{sub 2},O{r_brace} system as a case study

    SciTech Connect

    Vibok, Agnes; Halasz, Gabor J.; Suhai, Sandor; Baer, Michael

    2005-04-01

    This paper is devoted to a specific difficulty related to the electronic nonadiabatic coupling terms (NACT), namely, how to determine correctly their signs. It is well known that correct NACTs, including their signs, are crucial for any numerical treatment of the nuclear Schroedinger equation [see, i.e., A. Kuppermaan and R. Abrol, Adv. Chem. Phys. 124, 283 (2003)]. In most cases the derivation of the correct sign of the nonadiabatic coupling matrix (NACM) is done employing various continuity procedures. However, there are cases where these procedures do not suffice and for these cases we suggest to apply an additional procedure based on a mathematical lemma which asserts that the exponentiated line integral which yields the D matrix is invariant with respect to the initial point of the integration [M. Baer, J. Phys. Chem. A 104, 3181 (2000)]. In the numerical study we apply this lemma to determine the signs of the 3x3 NACM elements for the three excited states of the {l_brace}H{sub 2},O{r_brace} system (some of these NACTs are presented here for the first time). It turns out that the ab initio treatment yields results from which one can form eight different 3x3 NACMs. However the application of this lemma (which does not require any significant additional numerical effort) reduces this number to two. The final selection is done by an enhanced numerical study which requires more accurate calculations.

  10. An innovative hand brace for carpal tunnel syndrome: a randomized controlled trial.

    PubMed

    Manente, G; Torrieri, F; Di Blasio, F; Staniscia, T; Romano, F; Uncini, A

    2001-08-01

    We developed a hand brace and studied its efficacy and tolerability in patients with carpal tunnel syndrome (CTS). We randomized 83 subjects into a treated group, which wore the hand brace at night for 4 weeks, and a control group, which received no treatment. The primary efficacy measure was change in the Boston Carpal Tunnel Questionnaire (BCTQ) score. Secondary measures were Subjects' Global Impression of Change Questionnaire (SGICQ), median distal motor latency, sensory conduction velocity and amplitude, and neurophysiological class of severity. The treated group showed a reduction in BCTQ symptomatic score (from 2.75 to 1.54 at 4 weeks; P < 0.001) and functional score (from 1.89 to 1.48; P < 0.001). There were no significant changes in the control subjects. SGICQ documented improvement in all treated subjects (P = 0.006). No significant difference was found in electrophysiological measurements, but overall neurophysiological classification shifted to less severe classes in the treated group (P < 0.05). Thus, the study demonstrates that this hand brace is highly efficient in relieving symptoms and functional loss in CTS.

  11. Aeroelasticity of Axially Loaded Aerodynamic Structures for Truss-Braced Wing Aircraft

    NASA Technical Reports Server (NTRS)

    Nguyen, Nhan; Ting, Eric; Lebofsky, Sonia

    2015-01-01

    This paper presents an aeroelastic finite-element formulation for axially loaded aerodynamic structures. The presence of axial loading causes the bending and torsional sitffnesses to change. For aircraft with axially loaded structures such as the truss-braced wing aircraft, the aeroelastic behaviors of such structures are nonlinear and depend on the aerodynamic loading exerted on these structures. Under axial strain, a tensile force is created which can influence the stiffness of the overall aircraft structure. This tension stiffening is a geometric nonlinear effect that needs to be captured in aeroelastic analyses to better understand the behaviors of these types of aircraft structures. A frequency analysis of a rotating blade structure is performed to demonstrate the analytical method. A flutter analysis of a truss-braced wing aircraft is performed to analyze the effect of geometric nonlinear effect of tension stiffening on the flutter speed. The results show that the geometric nonlinear tension stiffening effect can have a significant impact on the flutter speed prediction. In general, increased wing loading results in an increase in the flutter speed. The study illustrates the importance of accounting for the geometric nonlinear tension stiffening effect in analyzing the truss-braced wing aircraft.

  12. Minimally Invasive Repair of Pectus Carinatum in Patients Unsuited to Bracing Therapy

    PubMed Central

    Suh, Jee-Won; Joo, Seok; Lee, Geun Dong; Haam, Seok Jin; Lee, Sungsoo

    2016-01-01

    Background We used an Abramson technique for minimally invasive repair of pectus carinatum in patients who preferred surgery to brace therapy, had been unsuccessfully treated via brace therapy, or were unsuitable for brace therapy because of a rigid chest wall. Methods Between July 2011 and May 2015, 16 patients with pectus carinatum underwent minimally invasive surgery. Results The mean age of the patients was 24.35±13.20 years (range, 14–57 years), and all patients were male. The percentage of excellent aesthetic results, as rated by the patients, was 37.5%, and the percentage of good results was 56.25%. The preoperative and postoperative Haller Index values were 2.01±0.19 (range, 1.60–2.31), and 2.22±0.19 (range, 1.87–2.50), respectively (p-value=0.01), and the median hospital stay was 7.09±2.91 days (range, 5–15 days). Only one patient experienced postoperative complications. Conclusion Minimally invasive repair is effective for the treatment of pectus carinatum, even in adult patients. PMID:27066432

  13. Developing an Accurate CFD Based Gust Model for the Truss Braced Wing Aircraft

    NASA Technical Reports Server (NTRS)

    Bartels, Robert E.

    2013-01-01

    The increased flexibility of long endurance aircraft having high aspect ratio wings necessitates attention to gust response and perhaps the incorporation of gust load alleviation. The design of civil transport aircraft with a strut or truss-braced high aspect ratio wing furthermore requires gust response analysis in the transonic cruise range. This requirement motivates the use of high fidelity nonlinear computational fluid dynamics (CFD) for gust response analysis. This paper presents the development of a CFD based gust model for the truss braced wing aircraft. A sharp-edged gust provides the gust system identification. The result of the system identification is several thousand time steps of instantaneous pressure coefficients over the entire vehicle. This data is filtered and downsampled to provide the snapshot data set from which a reduced order model is developed. A stochastic singular value decomposition algorithm is used to obtain a proper orthogonal decomposition (POD). The POD model is combined with a convolution integral to predict the time varying pressure coefficient distribution due to a novel gust profile. Finally the unsteady surface pressure response of the truss braced wing vehicle to a one-minus-cosine gust, simulated using the reduced order model, is compared with the full CFD.

  14. Displacement-Based Seismic Design Procedure for Framed Buildings with Dissipative Braces Part I: Theoretical formulation

    NASA Astrophysics Data System (ADS)

    Mazza, Fabio; Vulcano, Alfonso

    2008-07-01

    The insertion of steel braces equipped with dissipative devices proves to be very effective in order to enhance the performance of a framed building under horizontal seismic loads. Multi-level design criteria were proposed according to the Performance-Based Design, in order to get, for a specific level of the seismic intensity, a designated performance objective of the building (e.g., an assigned damage level of either the framed structure or non-structural elements). In this paper a design procedure aiming to proportion braces with hysteretic dampers in order to attain, for a specific level of the seismic intensity, a designated performance level of the building is proposed. Exactly, a proportional stiffness criterion, which assumes the elastic lateral storey-stiffness due to the braces proportional to that of the unbraced frame, is combined with the Direct Displacement-Based Design, in which the design starts from target deformations. A computer code has been prepared for the nonlinear static and dynamic analyses, using a step-by-step procedure. Frame members and hysteretic dampers are idealized by bilinear models.

  15. A pneumatic leg brace for the treatment of tibial stress fractures.

    PubMed

    Whitelaw, G P; Wetzler, M J; Levy, A S; Segal, D; Bissonnette, K

    1991-09-01

    Forty-two competitive athletes with posterior medial pain in the lower one-half of the tibia were evaluated by plain roentgenograms and bone scans. Twenty stress fractures were diagnosed in 17 patients by plain roentgenograms or bone scans or both. The remaining 25 patients were diagnosed as having shin splints. All 42 patients subsequently had a pneumatic leg brace applied to the affected limb or limbs. The 17 patients with stress fractures were able to ambulate without pain and were allowed to resume light training in an average of one week. Their injuries were nontender to palpation. The patients were allowed to resume intensive training at an average of 3.7 weeks postinjury. Patients returned to competition at the preinjury level in an average of 5.3 weeks after application of the brace. The pneumatic leg brace allowed the athletes with tibial stress fractures to begin pain-free ambulation and rehabilitation, thus facilitating the maintenance of their cardiovascular fitness and permitting an early return to competition.

  16. A displacement-based approach for determining non-linear effects on pre-tensioned-cable cross-braced structures

    NASA Astrophysics Data System (ADS)

    Giaccu, Gian Felice; Caracoglia, Luca

    2017-04-01

    Pre-tensioned-cable bracing systems are widely employed in structural engineering to limit lateral deflections and stabilize structures. A suitable configuration of the pre-tensioned-cable bracing systems in a structure is an important issue since the internal force distribution, emerging from the interaction with the existing structure, significantly affects the structural dynamic behavior. The design, however, is often based on the intuition and the previous experience of the engineer. In recent years, the authors have been investigating the non-linear dynamic response of cable systems, installed on cable-stayed bridges, and in particular the so-called ;cable-cross-tie systems; forming a cable network. The bracing cables (cross-ties) can exhibit slackening or snapping. Therefore, a non-linear unilateral model, combined with the taut-cable theory, is required to simulate the incipient slackening conditions in the stays. Capitalizing from this work on non-linear cable dynamics, this paper proposes a new approach to analyze, in laterally- braced truss structures, the unilateral effects and dynamic response accounting for the loss in the pre-tensioning force imparted to the bracing cables. This effect leads to non-linear vibration of the structure. In this preliminary study, the free vibrations of the structure are investigated by using the ;Equivalent Linearization Method;. A performance coefficient, a real positive number between 0.5 and 1.0, is defined and employed to monitor the relative reduction in the apparent stiffness of the braces during structural vibration, ;mode by mode;. It is shown that the system can exhibit alternate unilateral behavior of the cross-braces. A reduction of the performance coefficient close to fifty percent is observed in the braces when the initial pre-tensioning force is small. On the other hand the performance coefficient tends to one in the case of a high level of pre-stress. It is concluded that the performance coefficient may

  17. Polish adaptation of Bad Sobernheim Stress Questionnaire-Brace and Bad Sobernheim Stress Questionnaire-Deformity.

    PubMed

    Misterska, Ewa; Głowacki, Maciej; Harasymczuk, Jerzy

    2009-12-01

    Bad Sobernheim Stress Questionnaire-Brace and Bad Sobernheim Stress Questionnaire-Deformity are relatively new tools aimed at facilitating the evaluation of long-term results of therapy in persons with idiopathic scoliosis undergoing conservative treatment. To use these tools properly in Poland, they must be translated into Polish and adapted to the Polish cultural settings. The process of cultural adaptation of the questionnaires was compliant with the guidelines of International Quality of Life Assessment (IQOLA) Project. In the first stage, two independent translators converted the originals into Polish. Stage two, consisted of a comparison of the originals and two translated versions. During that stage, the team of two translators and authors of the project identified differences in those translations and created a combination of the two. In the third stage, two independent translators, who were native speakers of German, translated the adjusted version of the Polish translation into the language of the original document. At the last stage, a commission composed of: specialists in orthopedics, translators, a statistician and a psychologist reviewed all translations and drafted a pre-final version of the questionnaires. Thirty-five adolescent girls with idiopathic scoliosis who were treated with Cheneau brace were subjected to the questionnaire assessment. All patients were treated in an out-patient setting by a specialist in orthopedics at the Chair and Clinic of Orthopedics and Traumatology. Median age of patients was 14.8 SD 1.5, median value of the Cobb's angle was 27.8 degrees SD 7.4. 48.6% of patients had thoracic scoliosis, 31.4% had thoracolumbar scoliosis, and 20% patients had lumbar scoliosis. Median results obtained by means of the Polish version of BSSQ-Brace and BSSQ-Deformity questionnaires were 17.9 SD 5.0 and 11.3 SD 4.7, respectively. Internal consistency of BSSQ-Brace and BSSQ-Deformity was at the level of 0.80 and 0.87, whereas the value of

  18. Ankle Bracing, Fatigue, and Time to Stabilization in Collegiate Volleyball Athletes

    PubMed Central

    Shaw, Megan Y; Gribble, Phillip A; Frye, Jamie L

    2008-01-01

    Context: Fatigue has been shown to disrupt dynamic stability in healthy volunteers. It is not known if wearing prophylactic ankle supports can improve dynamic stability in fatigued athletes. Objective: To determine the type of ankle brace that may be more effective at providing dynamic stability after a jump-landing task during normal and fatigued conditions. Design: Two separate repeated-measures analyses of variance with 2 within-subjects factors (condition and time) were performed for each dependent variable. Setting: Research laboratory. Patients or Other Participants: Ten healthy female collegiate volleyball athletes participated (age  =  19.5 ± 1.27 years, height  =  179.07 ± 7.6 cm, mass  =  69.86 ± 5.42 kg). Intervention(s): Athletes participated in 3 separate testing sessions, applying a different bracing condition at each session: no brace (NB), Swede-O Universal lace-up ankle brace (AB), and Active Ankle brace (AA). Three trials of a jump-landing task were performed under each condition before and after induced functional fatigue. The jump-landing task consisted of a single-leg landing onto a force plate from a height equivalent to 50% of each participant's maximal jump height and from a starting position 70 cm from the center of the force plate. Main Outcome Measure(s): Time to stabilization in the anterior-posterior (APTTS) and medial-lateral (MLTTS) directions. Results: For APTTS, a condition-by-time interaction existed (F2,18  =  5.55, P  =  .013). For the AA condition, Tukey post hoc testing revealed faster pretest (2.734 ± 0.331 seconds) APTTS than posttest (3.817 ± 0.263 seconds). Post hoc testing also revealed that the AB condition provided faster APTTS (2.492 ± 0.271 seconds) than AA (3.817 ± 0.263 seconds) and NB (3.341 ± 0.339 seconds) conditions during posttesting. No statistically significant findings were associated with MLTTS. Conclusions: Fatigue increased APTTS for the AA condition. Because the

  19. Effect of Semi-Rigid and Soft Ankle Braces on Static and Dynamic Postural Stability in Young Male Adults.

    PubMed

    Maeda, Noriaki; Urabe, Yukio; Tsutsumi, Shogo; Numano, Shuhei; Morita, Miho; Takeuchi, Takuya; Iwata, Shou; Kobayashi, Toshiki

    2016-06-01

    Ankle braces have been suggested to protect ankle joints from a sprain by restricting inversion and improving proprioception. However, the difference in effects between a semi-rigid brace and a soft brace regarding dynamic postural control after landing is not known. The aim of the present study was to compare the effect of soft (SB) and semi-rigid (SRB) ankle braces on static and dynamic postural stability in healthy young men. Altogether, 21 male adults (mean age 24.0 ± 1.5 years) were assessed for one leg while wearing non-brace (NB), SB or SRB. Balance in single-limb stance on a single-force platform with open eyes and closed eyes were assessed for the non-dominant leg under SB, SRB, and NB conditions. Locus length/second (mm/s) and the enveloped area (mm·s(-2)) surrounded by the circumference of the wave pattern during postural sway were calculated. For assessing dynamic postural stability, the participant jumped and landed on one leg on a force platform, and the Dynamic Postural Stability Index (DPSI) and the maximum vertical ground reaction force (vGRFmax) were measured. The data were compared among the three conditions with repeated-measures analysis of variance. The correlations between locus length/second, enveloped area, DPSI values (DPSI, Anterior-Posterior Stability Index, Medial-Lateral Stability Index, and Vertical Stability Index), and vGRFmax were then calculated. The results indicated that locus length/second and enveloped area with open eyes and closed eyes were not significantly different for each condition. However, a significant lower in the DPSI and Vertical Stability Index were observed with the SRB in comparison to the SB and NB. A significant improvement in vGRFmax was also observed with the SRB in comparison to NB. SRB demonstrated a positive effect on dynamic postural stability after landing on a single leg and may improve balance by increasing dynamic postural stability. Key pointsThis study examined the effect of ankle braces on

  20. Effect of Semi-Rigid and Soft Ankle Braces on Static and Dynamic Postural Stability in Young Male Adults

    PubMed Central

    Maeda, Noriaki; Urabe, Yukio; Tsutsumi, Shogo; Numano, Shuhei; Morita, Miho; Takeuchi, Takuya; Iwata, Shou; Kobayashi, Toshiki

    2016-01-01

    Ankle braces have been suggested to protect ankle joints from a sprain by restricting inversion and improving proprioception. However, the difference in effects between a semi-rigid brace and a soft brace regarding dynamic postural control after landing is not known. The aim of the present study was to compare the effect of soft (SB) and semi-rigid (SRB) ankle braces on static and dynamic postural stability in healthy young men. Altogether, 21 male adults (mean age 24.0 ± 1.5 years) were assessed for one leg while wearing non-brace (NB), SB or SRB. Balance in single-limb stance on a single-force platform with open eyes and closed eyes were assessed for the non-dominant leg under SB, SRB, and NB conditions. Locus length/second (mm/s) and the enveloped area (mm·s-2) surrounded by the circumference of the wave pattern during postural sway were calculated. For assessing dynamic postural stability, the participant jumped and landed on one leg on a force platform, and the Dynamic Postural Stability Index (DPSI) and the maximum vertical ground reaction force (vGRFmax) were measured. The data were compared among the three conditions with repeated-measures analysis of variance. The correlations between locus length/second, enveloped area, DPSI values (DPSI, Anterior-Posterior Stability Index, Medial-Lateral Stability Index, and Vertical Stability Index), and vGRFmax were then calculated. The results indicated that locus length/second and enveloped area with open eyes and closed eyes were not significantly different for each condition. However, a significant lower in the DPSI and Vertical Stability Index were observed with the SRB in comparison to the SB and NB. A significant improvement in vGRFmax was also observed with the SRB in comparison to NB. SRB demonstrated a positive effect on dynamic postural stability after landing on a single leg and may improve balance by increasing dynamic postural stability. Key points This study examined the effect of ankle braces on

  1. Fluoroscopic Analysis of Tibial Translation in Anterior Cruciate Ligament Injured Knees With and Without Bracing During Forward Lunge

    PubMed Central

    Jalali, Maryam; Farahmand, Farzam; Mousavi, Seyed Mohammad Ebrahim; Golestanha, Seyed Ali; Rezaeian, Tahmineh; Shirvani Broujeni, Shahram; Rahgozar, Mehdi; Esfandiarpour, Fateme

    2015-01-01

    Background: Despite several studies with different methods, the effect of functional knee braces on knee joint kinematics is not clear. Direct visualization of joint components through medical imaging modalities may provide the clinicians with more useful information. Objectives: In this study, for the first time in the literature, video fluoroscopy was used to investigate the effect of knee bracing on the sagittal plane kinematics of anterior cruciate ligament (ACL) injured patients. Patients and Methods: For twelve male unilateral ACL deficient subjects, the anterior tibial translation was measured during lunge exercise in non-braced and braced conditions. Fluoroscopic images were acquired from the subjects using a digital fluoroscopy system with a rate of 10 fps. The image of each frame was scaled using a calibration coin and analyzed in AutoCAD environment. The angle between the two lines, tangent to the posterior cortexes of the femoral and tibial shafts was measured as the flexion angle. For the fluoroscopic images associated with 0°, 15°, 30°, 45° and 60° knee flexion angles, the relative anterior-posterior configuration of the tibiofemoral joint was assessed by measuring the position of landmarks on the tibia and femur. Results: Results indicated that the overall anterior translations of the tibia during the eccentric (down) and concentric (up) phases of lunge exercise were 10.4 ± 1.7 mm and 9.0 ± 2.2 mm for non-braced, and 10.1 ± 3.4 mm and 7.4 ± 2.5 mm, for braced conditions, respectively. The difference of the tibial anterior-posterior translation behaviors of the braced and non-braced knees was not statistically significant. Conclusion: Fluoroscopic imaging provides an effective tool to measure the dynamic behavior of the knee joint in the sagittal plane and within the limitations of this study, the pure mechanical stabilizing effect of functional knee bracing is not sufficient to control the anterior tibial translation of the ACL deficient

  2. Assessment of buckling-restrained braced frame reliability using an experimental limit-state model and stochastic dynamic analysis

    NASA Astrophysics Data System (ADS)

    Andrews, Blake M.; Song, Junho; Fahnestock, Larry A.

    2009-09-01

    Buckling-restrained braces (BRBs) have recently become popular in the United States for use as primary members of seismic lateral-force-resisting systems. A BRB is a steel brace that does not buckle in compression but instead yields in both tension and compression. Although design guidelines for BRB applications have been developed, systematic procedures for assessing performance and quantifying reliability are still needed. This paper presents an analytical framework for assessing buckling-restrained braced frame (BRBF) reliability when subjected to seismic loads. This framework efficiently quantifies the risk of BRB failure due to low-cycle fatigue fracture of the BRB core. The procedure includes a series of components that: (1) quantify BRB demand in terms of BRB core deformation histories generated through stochastic dynamic analyses; (2) quantify the limit-state of a BRB in terms of its remaining cumulative plastic ductility capacity based on an experimental database; and (3) evaluate the probability of BRB failure, given the quantified demand and capacity, through structural reliability analyses. Parametric studies were conducted to investigate the effects of the seismic load, and characteristics of the BRB and BRBF on the probability of brace failure. In addition, fragility curves (i.e., conditional probabilities of brace failure given ground shaking intensity parameters) were created by the proposed framework. While the framework presented in this paper is applied to the assessment of BRBFs, the modular nature of the framework components allows for application to other structural components and systems.

  3. Influence of the Soil-Structure Interaction on the Design of Steel-Braced Building Foundation

    NASA Astrophysics Data System (ADS)

    Azarbakht, Alireza; Ashtiany, Mohsen Ghafory

    2008-07-01

    The modeling and analysis of the superstructure and the foundation for the seismic lateral loads are traditionally done separately. This assumption is an important issue in the design/rehabilitate procedures especially for the short period structures, i.e. steel braced or shear wall systems, which may result to a conservative design. By using more advance procedures, i.e. nonlinear static method, and the incorporation of the soil-structure interaction (SSI), the seismic demand in the lateral resisting system decreases and the design will become more economic. This paper includes an investigation about the influence of the SSI effect on the design of the steel-braced building foundation. The presented example is a three-bay three-storey steel braced frame. Three design methods based on the FEMA 356 guideline and the UBC 97 code are taken in to consideration. The three methods are: (1) linear static analysis based on the UBC 97 code assuming the fixed based condition; (2) linear static analysis based on the FEMA 356 guideline assuming the fixed based condition; and (3) nonlinear static analysis assuming both fixed and flexible based assumptions. The results show that the influence of the SSI on the input demand of the short period building foundations is significant and the foundation design based on the linear static method with the fixed base assumption is so conservative. A simple method is proposed to take the SSI effect in to consideration in the linear static procedure with the fixed base assumption, which is a common method for the engineers. The advantage of this proposed method is the simplicity and the applicability for the engineering purposes.

  4. Influence of the Soil-Structure Interaction on the Design of Steel-Braced Building Foundation

    SciTech Connect

    Azarbakht, Alireza; Ashtiany, Mohsen Ghafory

    2008-07-08

    The modeling and analysis of the superstructure and the foundation for the seismic lateral loads are traditionally done separately. This assumption is an important issue in the design/rehabilitate procedures especially for the short period structures, i.e. steel braced or shear wall systems, which may result to a conservative design. By using more advance procedures, i.e. nonlinear static method, and the incorporation of the soil-structure interaction (SSI), the seismic demand in the lateral resisting system decreases and the design will become more economic. This paper includes an investigation about the influence of the SSI effect on the design of the steel-braced building foundation. The presented example is a three-bay three-storey steel braced frame. Three design methods based on the FEMA 356 guideline and the UBC 97 code are taken in to consideration. The three methods are: (1) linear static analysis based on the UBC 97 code assuming the fixed based condition; (2) linear static analysis based on the FEMA 356 guideline assuming the fixed based condition; and (3) nonlinear static analysis assuming both fixed and flexible based assumptions. The results show that the influence of the SSI on the input demand of the short period building foundations is significant and the foundation design based on the linear static method with the fixed base assumption is so conservative. A simple method is proposed to take the SSI effect in to consideration in the linear static procedure with the fixed base assumption, which is a common method for the engineers. The advantage of this proposed method is the simplicity and the applicability for the engineering purposes.

  5. Changes in the carpal tunnel while wearing the Manu® soft hand brace: a sonographic study.

    PubMed

    Manente, G; Melchionda, D; Staniscia, T; D'Archivio, C; Mazzone, V; Macarini, L

    2013-01-01

    We studied the effect of the Manu(®) soft hand brace, which has been designed to relieve median nerve entrapment in carpal tunnel syndrome. An observational, controlled study was conducted in 10 participants, five with bilateral carpal tunnel syndrome and five controls, using sonography to study changes in the dimensions of the carpal tunnel before and while wearing the brace. An increase in transverse diameter, thinning of the flexor retinaculum, and displacement of the proximal insertion of the lumbrical muscle to the middle finger from the edge of the carpal tunnel were observed in patients while wearing the brace. The changes in the morphology of the carpal tunnel while wearing the Manu(®) support its use as an alternative to a night wrist splint.

  6. 19. 'Transverse Bracing, 3 180'61/2' c. to c. End ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    19. 'Transverse Bracing, 3 - 180'-6-1/2' c. to c. End Pins Sing. Tr. Thro' Spans, C.O. 839 10th Crossing Sacramento River, C.O. 840 11th Crossing Sacramento River, C.O. 841 13th Crossing Sacramento River, Sacramento Division, So. Pac. Co., The Phoenix Bridge Co., C.O's. 839, 840 & 841, Drawing #4, Eng'r - C. Scheidl, Draftsman - B. Heald, Scale 1' = 1'-0', April 13th 1901.' - Southern Pacific Railroad Shasta Route, Bridge No. 310.58, Milepost 310.58, Sims, Shasta County, CA

  7. A correlation study between in-brace correction, compliance to spinal orthosis and health-related quality of life of patients with Adolescent Idiopathic Scoliosis

    PubMed Central

    2014-01-01

    Background It has been proposed that in-brace correction is the best guideline for prediction of the results of brace treatment for patients with Adolescent Idiopathic Scoliosis (AIS). However, bracing may be a stressful experience for patients and bracing non-compliance could be psychologically related. The purpose of this study was to assess the correlation between brace compliance, in-brace correction and QoL of patients with AIS. Methods Fifty-five patients with a diagnosis of AIS were recruited. All were female and aged 10 years or above when a brace was prescribed, none had undergone prior treatment, and all had a Risser sign of 0–2 and a Cobb angle of 25-40°. The patients were examined in three consecutive visits with 4 to 6 months between each visit. The Chinese translated Trunk Appearance Perception Scale (TAPS), the Chinese translated Brace Questionnaires (BrQ) and the Chinese translated SRS-22 Questionnaires were used in the study. The in-brace Cobb angle, vertebral rotation and trunk listing were also measured. Patients’ compliance, in-brace correction and patients’ QoL were assessed. To identify the relationship among these three areas, logistic regression model and generalized linear model were used. Result For the compliance measure, a significant difference (p = 0.008) was detected on TAPS mean score difference between Visit 1 and Visit 2 in the least compliant group (0–8 hours) and the most compliant group (17–23 hours). In addition, a significant difference (p = 0.000) was detected on BrQ mean score difference between Visit 2 and Visit 3 in the least compliant group (0–8 hours) and the most compliant group (17–23 hours). For the orthosis effectiveness measure, no significant difference was detected between the three groups of bracing hours (0–8 hours, 9–16 hours, 17–23 hours) on in-brace correction (below 40% and 40% or above). For the QoL measure, no significant difference was detected between the two

  8. The effect of different skin-ankle brace application pressures on quiet single-limb balance and electromyographic activation onset of lower limb muscles

    PubMed Central

    Papadopoulos, Emmanuel S; Nikolopoulos, Christos; Badekas, Athanasios; Vagenas, George; Papadakis, Stamatios A; Athanasopoulos, Spyros

    2007-01-01

    Background Several studies have been carried out in order to investigate the effect of ankle bracing on ankle joint function and performance. However, no study so far has examined the role of skin-brace interface pressure in neuromuscular control. The aim of this study was to investigate the effect of different skin-ankle brace interface pressures on quiet single limb balance and the electromyographic (EMG) activation sequence of four lower limb muscles. Methods Thirty three male physical education students who volunteered to take part in the study were measured under three ankle brace conditions: i) without brace, ii) with brace and 30 kPa application pressure and iii) with brace and 60 kPa application pressure. Single limb balance (anteroposterior and mediolateral parameter) was assessed on the dominant lower limb, with open and closed eyes, on a force platform, simultaneously with the EMG recording of four lower lower limb muscles' (gastrocnemius, peroneus longus, rectus femoris and biceps femoris) activation onset. Results The results showed that overall balance (total stability parameter) was not significantly affected in any of the three ankle brace conditions. However, the anteroposterior centre of pressure excursion and centre of pressure excursion velocity were significantly increased with the application of ankle brace, both with 30 and 60 kPa application pressures. Furthermore, it was found that single limb balance was significantly worse with closed eyes compared to open eyes. EMG measurements showed that the sequence of lower limb activation onset was not affected in any of the three ankle brace application conditions. The results of this study showed that the application of an ankle brace with two different skin-brace interface pressures had no effect on overall single limb balance and the sequence of lower limb muscle activation. Conclusion These findings suggest that peripheral joint receptors are either not adequately stimulated by the brace

  9. Clinical effect of continuous corrective force delivery in the non-operative treatment of idiopathic scoliosis: a prospective cohort study of the triac-brace

    PubMed Central

    Veldhuizen, Albert G.; Nijenbanning, Gert

    2007-01-01

    A prospective cohort study of skeletally immature idiopathic scoliotic patients treated with the TriaC brace. To determine if the TriaC brace is effective in preventing curve progression in immature adolescent idiopathic scoliotic patients with a very high risk of curve progression based on reported natural history data. The aim of the newly introduced TriaC brace is to reverse the pathologic transverse force pattern by externally applied and continuously present orthotic forces. In the frontal plane the force system used in the TriaC brace is similar to the force system of the conventional braces. However, in the sagittal plane the force system acts only on the thoracic region. In addition, the brace allows upper trunk flexibility without affecting the corrective forces during body motion. In a preliminary study it is demonstrated that the brace prevents further progression of both the Cobb angle and axial rotation in idiopathic scoliosis. Skeletally immature patients with idiopathic scoliosis with curves between 20 and 40° were studied prospectively. Skeletally immature was defined as a Risser sign 0 or 1 for both boys and girls, or pre-menarche or less than 1-year post-menarche for girls. Curves of less than 30° had to have documented progression before entry. The mean age of the patients at the start of treatment was 11.3 ± 3.1 years. All measurements were collected by a single observer, and all patients were followed up to skeletal maturity. Treatment was complete for all participants when they had reached Risser sign 4 and did not show any further growth at length measurements. This was at a mean age of 15.6 ± 1.1 years, with a mean follow-up of 1.6 years post bracing. In our study a successful outcome was obtained in 76% of patients treated with the TriaC brace. Comparing our data to literature data on natural history of a similar cohort shows that the TriaC brace significantly alters the predicted natural history. The current study demonstrates

  10. Comparison of in-and outpatients protocols for providence night time only bracing in AIS patients – compliance and satisfaction

    PubMed Central

    2013-01-01

    Background Skeletally immature patients diagnosed with adolescent idiopathic scoliosis (AIS) and a Cobb angle above 25degrees is usually treated with a brace. Standard protocols in many centers include hospitalisation for a few days for the purpose of brace adaptation and fitting. The aim of this study is to compare compliance and satisfaction in hospitalization and out patient clinic protocols, at the initiation phase of brace treatment. Materials and methods Twenty-four consecutive patients with AIS were initiated with the Providence night time only brace at our department between October 2008 and September 2009. The first twelve patients were admitted for a maximum of 3 days during the initiation phase of brace treatment. The following twelve patients were initiated in an outpatient clinic set-up. In this later group, patients and parents were informed about the possibility to be admitted to the hospital, at the initiation phase but all patients chose to be treated as out patient’s protocol. All patients were evaluated by means of conventional x-ray and patients reported outcome measurements. The mean follow up was 6 months for the outpatient group (3-8) and 12 months for the hospitalisation group (9-14). Scoliosis Quality of Life Index (SQLI) was used together with the Odense Scoliosis questionnaire, which was developed for this study. Compliance was measured using the patients’ own statements and the Landauer compliance scoring system. Findings/results The two groups’ matches regarding the age, Risser grad, Cobb angle and primary correction. There were no statistically significant differences between the two groups regarding the SQLI and the Odense Scoliosis questionnaire. The compliance was higher in the ambulatory group. Conclusion Outpatient initiation of bracing in scoliosis seems to give the same correction but better compliance compared to initiation during hospitalization. PMID:23587285

  11. Pulmonary function in adolescent idiopathic scoliosis: a 25 year follow up after surgery or start of brace treatment

    PubMed Central

    Pehrsson, K; Danielsson, A; Nachemson, A

    2001-01-01

    BACKGROUND—Pulmonary function in patients with adolescent idiopathic scoliosis many years after posterior spinal surgery or brace treatment has not been documented.
METHODS—A consecutive group of patients treated by posterior fusion or a brace at least 20 years previously was investigated. 90% attended a clinical follow up. Lung volumes were determined before treatment in 251 patients, 1.4 years after surgery in 141 patients, and 25 years after surgery or start of brace treatment in 110patients. Vital capacity (VC) was calculated as percentage predicted according to height and age and the results were corrected for loss of height due to scoliosis. Scoliosis angles were measured and smoking habits were recorded. An age and sex matched control group was also examined with the same questionnaire and pulmonary function tests.
RESULTS—VC increased from 67% predicted immediately before surgery to 73% (p<0.001) after surgery and to 84% (p<0.001) at the present follow up, mean change 10.8% (95% CI 9.5 to 12.1). In the brace treated patients VC increased from 77% predicted before treatment to 89% (p<0.001) 25 years after start of treatment, mean change 12.3% (95% CI 10.5 to 14.1). The mean Cobb angle at the present follow up study was 40° in both surgically and brace treated patients. The present results of lung volumes did not correlate with pretreatment or post-treatment Cobb angles or smoking habits.
CONCLUSIONS—Patients treated by posterior fusion or a brace gradually increase their pulmonary function up to 25 years after treatment. Smoking and curve size are not risk factors for reduced pulmonary function.

 PMID:11312408

  12. An effective strategy to boost the robustness of metal-organic frameworks via introduction of size-matching ligand braces.

    PubMed

    Wang, Xiuli; Gao, Wen-Yang; Luan, Jian; Wojtas, Lukasz; Ma, Shengqian

    2016-01-31

    Framework fragility upon the removal of guest solvent molecules has remained an issue for a substantial amount of metal-organic frameworks (MOFs). To address this issue, in this work we illustrate a strategy for the introduction of size-matching ligands as braces that are deliberately anchored onto the open metal sites to support and segment the pores thereby boosting the framework robustness. This is exemplified by employing 4,4'-bipyridine as a brace to bridge two trigonal prismatic clusters of Co3(μ3-O)(COO)6, generating a robust MOF that exhibits permanent porosity and selective gas adsorption behaviors.

  13. Two Cases of Eating Disorders in Adolescents with Dental Braces Fitted Prior to the Onset of Anorexia Nervosa

    PubMed Central

    Lee, Ju-Yeon; Kim, Sung-Wan; Shin, Il-Seon; Yoon, Jin-Sang

    2015-01-01

    Orthodontic treatment typically occurs during early childhood and adolescence but the wearing of dental braces is often associated with sudden changes in eating patterns that prolong treatment into the teenage years. Despite these changes, psychological assessments related to eating disorders during the course of orthodontic treatment are often ignored. Based on the findings of the present case report, it is suggested that adolescent patients who wear braces and exhibit severe weight loss should be carefully monitored for psychiatric problems, including eating disorders. PMID:26207138

  14. A new brace treatment similar for adolescent scoliosis and kyphosis based on restoration of thoracolumbar lordosis. Radiological and subjective clinical results after at least one year of treatment

    PubMed Central

    2012-01-01

    Study design A prospective treatment study with a new brace was conducted Objective. To evaluate radiological and subjective clinical results after one year conservative brace treatment with pressure onto lordosis at the thoracolumbar joint in children with scoliosis and kyphosis. Summary of background data Conservative brace treatment of adolescent scoliosis is not proven to be effective in terms of lasting correction. Conservative treatment in kyphotic deformities may lead to satisfactory correction. None of the brace or casting techniques is based on sagittal forces only applied at the thoracolumbar spine (TLI= thoracolumbar lordotic intervention). Previously we showed in patients with scoliosis after forced lordosis at the thoracolumbar spine a radiological instantaneous reduction in both coronal curves of double major scoliosis. Methods A consecutive series of 91 children with adolescent scoliosis and kyphosis were treated with a modified symmetric 30 degrees Boston brace to ensure only forced lordosis at the thoracolumbar spine. Scoliosis was defined with a Cobb angle of at least one of the curves [greater than or equal to] 25 degrees and kyphosis with or without a curve <25 degrees in the coronal plane. Standing radiographs were made i) at start, ii) in brace at beginning and iii) after one year treatment without brace. Results Before treatment start ‘in brace’ radiographs showed a strong reduction of the Cobb angles in different curves in kyphosis and scoliosis groups (sagittal n = 5 all p < 0.001, pelvic obliquity p < 0.001). After one year of brace treatment in scoliosis and kyphosis group the measurements on radiographs made without brace revealed an improvement in 3 Cobb angles each. Conclusion Conservative treatment using thoracolumbar lordotic intervention in scoliotic and kyphotic deformities in adolescence demonstrates a marked improvement after one year also in clinical and postural criteria. An effect not obtained with current brace techniques

  15. Effect of Kınesıotapıng and Knee Brace on Functıonal Performance in Recreatıonal Athletes

    PubMed Central

    Ulusoy, Burak; İldiz, Bülent; Tunay, Volga Bayrakçı

    2014-01-01

    Objectives: Kinesiotaping is a popular taping method that is used for both therapeutic and performance enchancement purposes. Knee braces are widely used for prevention in sport injuries but their performance effectiveness is still controversial. The aim of this study was to determine whether kinesiotape or brace was more effective on functional performance. Methods: A total twenty male recreational football players (Mean±Standart Deviation (SD) age: 22.5±0.68 years, height: 175.15±3.37 cm, body weight: 74.52±12.41 kg), voluntarily participated in this study. Participants were tested with kinesiotape, with brace and without kinesiotape and brace. Tests were applied one day after patellar kinesiotaping (correction technique). Balance property measured with Modified Y balance Test (dynamic test), agility measured by T test, muscle strength and anaerobic power assessed by vertical jump and triple hop tests. Wilcoxon signed rank test was employed for determining the statistical significance of tests with kinesiotape, with brace and without kinesiotape and brace. Results: In analysis; There were statistically significant differences found in Triple hop test with kinesiotaping and without kinesiotaping and brace, in T test with bracing and kinesiotaping, in vertical jump with kinesiotaping and without kinesiotaping and brace (p<0.001) (in the favour of kinesiotaping in all tests) No statistically significant difference was found in modified Y balance test all groups (p> 0.05). Conclusion: Consequently, kinesiotaping had positive effects on agility and muscle strength but had no effects on balance in football players. On the other hand, brace had no effects on functional performance tests.

  16. Designing Serious Games for Safety Education: "Learn to Brace" versus Traditional Pictorials for Aircraft Passengers.

    PubMed

    Chittaro, Luca

    2016-05-01

    Serious games for safety education (SGSE) are a novel tool for preparing people to prevent and\\or handle risky situations. Although several SGSE have been developed, design and evaluation methods for SGSE need to be better grounded in and guided by safety-relevant psychological theories. In particular, this paper focuses on threat appeals and the assessment of variables, such as safety locus of control, that influence human behavior in real risky situations. It illustrates how we took into account such models in the design and evaluation of "Learn to Brace", a first-of-its-kind serious game that deals with a major problem in aviation safety, i.e. the scarce effectiveness of the safety cards used by airlines. The study considered a sample of 48 users: half of them received instructions about the brace position through the serious game, the other half through a traditional safety card pictorial. Results showed that the serious game was much more effective than the traditional instructions both in terms of learning and of changing safety-relevant perceptions, especially safety locus of control and recommendation perception.

  17. Design and analysis of eccentrically braced steel frames with vertical links using shape memory alloys

    NASA Astrophysics Data System (ADS)

    Massah, Saeed Reza; Dorvar, Hosein

    2014-10-01

    In recent years, the philosophy behind traditional methods by which structures were designed to withstand natural disasters has gone through major changes. Shape memory alloys (SMAs) are characterized by their superelastic behavior, which enables them to recover their original shape after experiencing large deformations. This characteristic provides an ideal reversibility capacity that can be used in the passive control of buildings exposed to earthquakes. This article has attempted to identify the effects of changing the hysteretic characteristics of SMA materials when they are used as passive control systems in eccentric bracing frames. By evaluating the numerical analysis results obtained from the modeling of an experimental sample and the modeling of the proposed EBF system, the accuracy of the above-stated notion was confirmed. Moreover, the results that pertain to the nonlinear pushover analysis, time-history dynamic analysis and seismic damage analysis of eccentric steel bracing frames of 4-, 9- and 14-story structures indicate that the use of SMA superelastic materials, in addition to effectively improving their ductility, stiffness and lateral strength, provides an excellent reversibility capacity, which considerably reduces both the maximum relative displacement and the residual deformation in the structure.

  18. Experimental study on the seismic response of braced reinforced concrete frame with irregular columns

    NASA Astrophysics Data System (ADS)

    Xiao, Jianzhuang; Li, Jie; Chen, Jun

    2011-12-01

    A 15-storey K-braced reinforced concrete model frame with irregular columns, i.e., T-shaped, L-shaped, as well as +-shaped columns, was constructed and tested on the six-degree-of-freedom shaking table at the State Key Laboratory for Disaster Reduction in Civil Engineering in Tongji, China. Two types of earthquake records, El-Centro wave (south-north direction) and Shanghai artifi cial wave (SHAW) with various peak accelerations and principal-secondary sequences, were input and experimentally studied. Based on the shaking table tests and theoretical analysis, several observations can be made. The failure sequence of the model structure is brace→beam→column→joints, so that the design philosophy for several lines of defense has been achieved. Earthquake waves with different spectrums not only infl uence the magnitude and distribution of the earthquake force and the storey shear force, but also obviously affect the magnitude of the displacement response. The aftershock seismic response of previously damaged reinforced concrete braced frames with irregular columns possesses the equivalent elastic performance characteristic. Generally speaking, from the aspects of failure features and drift ratio, this type of reinforced concrete structure provides adequate earthquake resistance and can be promoted for use in China.

  19. Scoliosis bracing and exercise for pain management in adults—a case report

    PubMed Central

    Weiss, Hans-Rudolf; Moramarco, Kathryn; Moramarco, Marc

    2016-01-01

    [Purpose] For adult patients with late-onset idiopathic scoliosis, cosmetic concerns and pain are the main reasons for seeking treatment at a physician’s office. The purpose of this paper was to describe the mid-term effect of physical rehabilitation and part-time bracing on an adult scoliosis patient who had been suffering from chronic low back pain for fourteen years. [Subject and Methods] Case description: A 37-year-old female patient with late-onset idiopathic scoliosis presented in the office of the first author in January 2014. She reported having chronic pain (low back pain) since the age of 23 and reported daily pain at a level of 5–7 on average on a Visual Analogue Scale of 0 to 10. She received a short scoliosis-specific Schroth exercise program and was also fitted with a Gensingen brace for part-time wear. [Results] At a 16 month follow-up, the patient no longer suffered from daily low back pain (with heavy lifting only) and was fully active. Additionally, her lumbar Cobb angle and angle of trunk rotation improved. [Conclusion] Patients with late-onset idiopathic scoliosis and pain may benefit from a pattern-specific conservative treatment approach. In this population, surgical intervention should be regarded as the last resort, since there are many long-term unknowns with surgery. PMID:27630444

  20. Flexible Wing Model for Structural Sizing and Multidisciplinary Design Optimization of a Strut-Braced Wing

    NASA Technical Reports Server (NTRS)

    Gern, Frank H.; Naghshineh, Amir H.; Sulaeman, Erwin; Kapania, Rakesh K.; Haftka, Raphael T.

    2000-01-01

    This paper describes a structural and aeroelastic model for wing sizing and weight calculation of a strut-braced wing. The wing weight is calculated using a newly developed structural weight analysis module considering the special nature of strut-braced wings. A specially developed aeroelastic model enables one to consider wing flexibility and spanload redistribution during in-flight maneuvers. The structural model uses a hexagonal wing-box featuring skin panels, stringers, and spar caps, whereas the aerodynamics part employs a linearized transonic vortex lattice method. Thus, the wing weight may be calculated from the rigid or flexible wing spanload. The calculations reveal the significant influence of the strut on the bending material weight of the wing. The use of a strut enables one to design a wing with thin airfoils without weight penalty. The strut also influences wing spanload and deformations. Weight savings are not only possible by calculation and iterative resizing of the wing structure according to the actual design loads. Moreover, as an advantage over the cantilever wing, employment of the strut twist moment for further load alleviation leads to increased savings in structural weight.

  1. Ductility demands on buckling-restrained braced frames under earthquake loading

    NASA Astrophysics Data System (ADS)

    Fahnestock, Larry A.; Sause, Richard; Ricles, James M.; Lu, Le-Wu

    2003-12-01

    Accurate estimates of ductility demands on buckling-restrained braced frames (BRBFs) are crucial to performance-based design of BRBFs. An analytical study on the seismic behavior of BRBFs has been conducted at the ATLSS Center, Lehigh University to prepare for an upcoming experimental program. The analysis program DRAIN-2DX was used to model a one-bay, four-story prototype BRBF including material and geometric nonlinearities. The buckling-restrained brace (BRB) model incorporates both isotropic and kinematic hardening. Nonlinear static pushover and time-history analyses were performed on the prototype BRBF. Performance objectives for the BRBs were defined and used to evaluate the time-history analysis results. Particular emphasis was placed on global ductility demands and ductility demands on the BRBs. These demands were compared with anticipated ductility capacities. The analysis results, along with results from similar previous studies, are used to evaluate the BRBF design provisions that have been recommended for codification in the United States. The results show that BRB maximum ductility demands can be as high as 20 to 25. These demands significantly exceed those anticipated by the BRBF recommended provisions. Results from the static pushover and time-history analyses are used to demonstrate why the ductility demands exceed those anticipated by the recommended provisions. The BRB qualification testing protocol contained in the BRBF recommended provisions is shown to be inadequate because it requires only a maximum ductility demand of at most 7.5. Modifications to the testing protocol are recommended.

  2. Design, testing and control of a magnetorheological actuator for assistive knee braces

    NASA Astrophysics Data System (ADS)

    Chen, J. Z.; Liao, W. H.

    2010-03-01

    This paper is aimed at developing a smart actuator for assistive knee braces to provide assistance to disabled or elderly people with mobility problems. A magnetorheological (MR) actuator is developed to be used in assistive knee braces to provide controllable torque. The MR actuator can work as a brake or a clutch. When active torque is needed, the DC motor works and the MR actuator functions as a clutch to transfer the torque generated by the motor to the leg; when passive torque is desired, the DC motor is turned off and the MR actuator functions as a brake to provide controllable passive torque. The prototype of the developed MR actuator is fabricated and experiments are carried out to investigate the characteristics of the MR actuator. The results show that the MR actuator is able to provide sufficient torque needed for normal human activities. Adaptive control is proposed for controlling the MR actuator. Anti-windup strategy is used to achieve better control performance. Experiments on the MR actuator under control are also performed to study the torque tracking ability of the system.

  3. Development and testing of a magnetorheological actuator for an assistive knee brace

    NASA Astrophysics Data System (ADS)

    Chen, Jinzhou; Liao, Wei-Hsin

    2008-03-01

    This paper proposes an assistive knee brace that is aimed to provide assistance to old or disabled people. A magnetorheological (MR) actuator is developed to be used in assistive knee braces to provide controllable torque. The MR actuator consists of a DC motor and an MR brake/clutch. When active torque is needed, the DC motor works and the MR actuator functions as a clutch to transfer the torque generated by the motor to the leg; when passive torque is desired, the DC motor is turned off and the MR actuator functions as a brake to provide controllable passive torque. The prototype of this MR actuator is fabricated and experiments are carried out to investigate the characteristics of the MR actuator. The results show that the MR actuator is able to provide sufficient torque needed for normal human activities. Adaptive control is proposed for controlling the MR actuator. Experiments of the MR actuator under control are performed to study the torque tracking ability of the system.

  4. Studies of Tampa Bay Region Power Plant Plumes during the Bay Region Atmospheric Chemistry Experiment (BRACE)

    NASA Astrophysics Data System (ADS)

    Watson, T. B.; Luke, W. T.; Arnold, J. R.; Gunter, L. R.

    2003-12-01

    The NOAA Air Resources Laboratory made aircraft measurements of chemical and meteorological parameters during 21 flights of the NOAA Twin Otter as part of the Bay Region Atmospheric Chemistry Experiment (BRACE). BRACE was conducted in May 2002. The aircraft flew horizontal transects upwind and downwind of the urban area on 13 of these flights to characterize the urban and power plant plumes. Vertical profiles from 60 to 3000 m MSL were made on most flights. Profiles were made over the Gulf of Mexico, Tampa Bay, and various land sites. On many flights, transects were located immediately downwind of the urban region and power plants and at successive distances farther downwind to characterize the horizontal distribution and chemical processing of the plumes as they aged. At each distance, data was collected during multiple passes at different altitudes to characterize the vertical structure. Many of the downwind passes were flown over the Gulf where sources are limited and the plumes can be observed in relative isolation. The contribution of the power plant plumes are analyzed to determine changes in the vertical and horizontal distribution of the plumes; horizontal fluxes of NOx, NOy, and ozone; production of ozone; deposition rates; and changes on successive days of regional background and concentration maxima caused by the power plant emissions.

  5. Healing of the Acutely Injured Anterior Cruciate Ligament: Functional Treatment with the ACL-Jack, a Dynamic Posterior Drawer Brace

    PubMed Central

    Reischl, Nikolaus; Rönn, Karolin; Magnusson, Robert A.; Gautier, Emanuel; Jakob, Roland P.

    2016-01-01

    Background. The injured anterior cruciate ligament (ACL) has a limited healing capacity leading to persisting instability. Hypothesis/Purpose. To study if the application of a brace, producing a dynamic posterior drawer force, after acute ACL injury reduces initial instability. Study Design. Cohort study. Methods. Patients treated with the ACL-Jack brace were compared to controls treated with primary ACL reconstruction und controls treated nonsurgically with functional rehabilitation. Measurements included anterior laxity (Rolimeter), clinical scores (Lysholm, Tegner, and IKDC), and MRI evaluation. Patients were followed up to 24 months. Results. Patients treated with the ACL-Jack brace showed a significant improvement of anterior knee laxity comparable to patients treated with ACL reconstruction, whereas laxity persisted after nonsurgical functional rehabilitation. The failure risk (secondary reconstruction necessary) of the ACL-Jack group was however 21% (18 of 86) within 24 months. Clinical scores were similar in all treatment groups. Conclusion. Treatment of acute ACL tears with the ACL-Jack brace leads to improved anterior knee laxity compared to nonsurgical treatment with functional rehabilitation. PMID:28053787

  6. Lessons Learned from the Bay Region Atmospheric Chemistry Experiment (BRACE) and Implications for Nitrogen Management of Tampa Bay

    EPA Science Inventory

    Results from air quality modeling and field measurements made as part of the Bay Region Atmospheric Chemistry Experiment (BRACE) along with related scientific literature were reviewed to provide an improved estimate of atmospheric reactive nitrogen (N) deposition to Tampa Bay, to...

  7. Healing of the Acutely Injured Anterior Cruciate Ligament: Functional Treatment with the ACL-Jack, a Dynamic Posterior Drawer Brace.

    PubMed

    Jacobi, Matthias; Reischl, Nikolaus; Rönn, Karolin; Magnusson, Robert A; Gautier, Emanuel; Jakob, Roland P

    2016-01-01

    Background. The injured anterior cruciate ligament (ACL) has a limited healing capacity leading to persisting instability. Hypothesis/Purpose. To study if the application of a brace, producing a dynamic posterior drawer force, after acute ACL injury reduces initial instability. Study Design. Cohort study. Methods. Patients treated with the ACL-Jack brace were compared to controls treated with primary ACL reconstruction und controls treated nonsurgically with functional rehabilitation. Measurements included anterior laxity (Rolimeter), clinical scores (Lysholm, Tegner, and IKDC), and MRI evaluation. Patients were followed up to 24 months. Results. Patients treated with the ACL-Jack brace showed a significant improvement of anterior knee laxity comparable to patients treated with ACL reconstruction, whereas laxity persisted after nonsurgical functional rehabilitation. The failure risk (secondary reconstruction necessary) of the ACL-Jack group was however 21% (18 of 86) within 24 months. Clinical scores were similar in all treatment groups. Conclusion. Treatment of acute ACL tears with the ACL-Jack brace leads to improved anterior knee laxity compared to nonsurgical treatment with functional rehabilitation.

  8. Body Image and Quality-of-Life in Untreated Versus Brace-Treated Females With Adolescent Idiopathic Scoliosis

    PubMed Central

    Schwieger, Traci; Campo, Shelly; Weinstein, Stuart L.; Dolan, Lori A.; Ashida, Sato; Steuber, Keli R.

    2016-01-01

    Study Design. The Bracing in Adolescent Idiopathic Scoliosis Trial (BrAIST) included skeletally immature high-risk patients with adolescent idiopathic scoliosis (AIS) with moderate curve sizes (20°– 40°). BrAIST was a multicenter, controlled trial using both randomized and preference treatment arms into either an observation group or a brace treatment group. Objective. The aim of this study was to analyze and compare body image and quality-of-life (QOL) in female AIS patients who were observed or treated with a brace. Summary of Background Data. Brace treatment is an effective means for controlling progressive scoliosis and preventing the need for surgery, but there is no consensus regarding the effect of brace treatment on body image or on QOL in adolescents with AIS. Methods. Data from female BrAIST patients in the randomized (n = 132) or preference (n = 187) arms and were observed (n = 120) or brace treated (n = 199) were analyzed. Patients completed the Spinal Appearance Questionnaire (SAQ) and the Pediatric Quality of Life Inventory (PedsQOL) 4.0 Generic Scales at baseline and 6 month follow-up visits up to 2 years. Items on the SAQ measured three body image constructs (self, ideal, and overall). The PedsQOL measured health, activities, feelings, social factors, and school. Results. . In general, there were no significant differences within or between study arms or treatments regarding body image or QOL through 2 years of follow-up. Poorer body image was significantly correlated with poorer QOL during the first 2 years of follow-up regardless of study arm or treatment. Patients who crossed-over to a different treatment and patients with largest Cobb angles ≥ 40 degrees had significantly poorer body image, in particular self-body image, compared with those that did not. Conclusion. This study does not support findings from previous research indicating that wearing a brace has a negative impact on or is negatively impacted by body image or

  9. Halo brace

    MedlinePlus

    ... your hands with soap and water. Dip a cotton swab into a skin-cleaning solution, such as ... or another antiseptic your provider recommends. Use the cotton swab to wipe and scrub around one pin ...

  10. Accounting for multiple sources of uncertainty in impact assessments: The example of the BRACE study

    NASA Astrophysics Data System (ADS)

    O'Neill, B. C.

    2015-12-01

    Assessing climate change impacts often requires the use of multiple scenarios, types of models, and data sources, leading to a large number of potential sources of uncertainty. For example, a single study might require a choice of a forcing scenario, climate model, bias correction and/or downscaling method, societal development scenario, model (typically several) for quantifying elements of societal development such as economic and population growth, biophysical model (such as for crop yields or hydrology), and societal impact model (e.g. economic or health model). Some sources of uncertainty are reduced or eliminated by the framing of the question. For example, it may be useful to ask what an impact outcome would be conditional on a given societal development pathway, forcing scenario, or policy. However many sources of uncertainty remain, and it is rare for all or even most of these sources to be accounted for. I use the example of a recent integrated project on the Benefits of Reduced Anthropogenic Climate changE (BRACE) to explore useful approaches to uncertainty across multiple components of an impact assessment. BRACE comprises 23 papers that assess the differences in impacts between two alternative climate futures: those associated with Representative Concentration Pathways (RCPs) 4.5 and 8.5. It quantifies difference in impacts in terms of extreme events, health, agriculture, tropical cyclones, and sea level rise. Methodologically, it includes climate modeling, statistical analysis, integrated assessment modeling, and sector-specific impact modeling. It employs alternative scenarios of both radiative forcing and societal development, but generally uses a single climate model (CESM), partially accounting for climate uncertainty by drawing heavily on large initial condition ensembles. Strengths and weaknesses of the approach to uncertainty in BRACE are assessed. Options under consideration for improving the approach include the use of perturbed physics

  11. Aeroservoelastic Wind-Tunnel Test of the SUGAR Truss Braced Wing Wind-Tunnel Model

    NASA Technical Reports Server (NTRS)

    Scott, Robert C.; Allen, Timothy J.; Funk, Christie J.; Castelluccio, Mark A.; Sexton, Bradley W.; Claggett, Scott; Dykman, John; Coulson, David A.; Bartels, Robert E.

    2015-01-01

    The Subsonic Ultra Green Aircraft Research (SUGAR) Truss-Braced Wing (TBW) aeroservoelastic (ASE) wind-tunnel test was conducted in the NASA Langley Transonic Dynamics Tunnel (TDT) and was completed in April, 2014. The primary goals of the test were to identify the open-loop flutter boundary and then demonstrate flutter suppression. A secondary goal was to demonstrate gust load alleviation (GLA). Open-loop flutter and limit cycle oscillation onset boundaries were identified for a range of Mach numbers and various angles of attack. Two sets of control laws were designed for the model and both sets of control laws were successful in suppressing flutter. Control laws optimized for GLA were not designed; however, the flutter suppression control laws were assessed using the TDT Airstream Oscillation System. This paper describes the experimental apparatus, procedures, and results of the TBW wind-tunnel test. Acquired system ID data used to generate ASE models is also discussed.2 study.

  12. Design and testing of a regenerative magnetorheological actuator for assistive knee braces

    NASA Astrophysics Data System (ADS)

    Ma, Hao; Chen, Bing; Qin, Ling; Liao, Wei-Hsin

    2017-03-01

    In this paper, a multifunctional magneto-rheological actuator with power regeneration capability, named regenerative magnetorheological actuator (RMRA), is designed for gait assistance in the knee joint. RMRA has motor and magnetorheological (MR) brake parts working in parallel that can harvest energy through regenerative braking. This novel design provides multiple functions with good energy efficiency. The configuration and basic design of the RMRA are first introduced. Then geometrical optimization of the MR brake is conducted based on a parameterized model, and multiple factors are considered in the design objectives: braking torque, weight, and power consumption. After the optimal design is obtained, an RMRA prototype is fabricated and associated driver circuits are designed. Finally, multiple functions of the RMRA, especially three different braking modes, are modeled and tested. Experimental results of RMRA output performances in all working modes match the modeling and simulation. Assistive knee braces with the developed RMRA are promising for future applications in gait assistance and rehabilitation.

  13. Effectiveness of damped braces to mitigate seismic torsional response of unsymmetric-plan buildings

    NASA Astrophysics Data System (ADS)

    Mazza, Fabio; Pedace, Emilia; Favero, Francesco Del

    2017-02-01

    The seismic retrofitting of unsymmetric-plan reinforced concrete (r.c.) framed buildings can be carried out by the incorporation of damped braces (DBs). Yet most of the proposals to mitigate the seismic response of asymmetric framed buildings by DBs rest on the hypothesis of elastic (linear) structural response. The aim of the present work is to evaluate the effectiveness and reliability of a Displacement-Based Design procedure of hysteretic damped braces (HYDBs) based on the nonlinear behavior of the frame members, which adopts the extended N2 method considered by Eurocode 8 to evaluate the higher mode torsional effects. The Town Hall of Spilinga (Italy), a framed structure with an L-shaped plan built at the beginning of the 1960s, is supposed to be retrofitted with HYDBs to attain performance levels imposed by the Italian seismic code (NTC08) in a high-risk zone. Ten structural solutions are compared by considering two in-plan distributions of the HYDBs, to eliminate (elastic) torsional effects, and different design values of the frame ductility combined with a constant design value of the damper ductility. A computer code for the nonlinear dynamic analysis of r.c. spatial framed structures is adopted to evaluate the critical incident angle of bidirectional earthquakes. Beams and columns are simulated with a lumped plasticity model, including flat surface modeling of the axial load-biaxial bending moment elastic domain at the end sections, while a bilinear law is used to idealize the behavior of the HYDBs. Damage index domains are adopted to estimate the directions of least seismic capacity, considering artificial earthquakes whose response spectra match those adopted by NTC08 at serviceability and ultimate limit states.

  14. The effectiveness of combined bracing and exercise in adolescent idiopathic scoliosis based on SRS and SOSORT criteria: a prospective study

    PubMed Central

    2014-01-01

    Background Recently an RCT confirmed brace efficacy in adolescent idiopathic scoliosis (AIS) patients. Previously, a Cochrane review suggested also producing studies according to the Scoliosis Research Society (SRS) criteria on the effectiveness of bracing for AIS. Even if the SRS criteria propose a prospective design, until now only one out of 6 published studies was prospective. Our purpose was to evaluate the effects of bracing plus exercises following the SRS and the international Society on Scoliosis Orthopedic and Rehabilitation Treatment (SOSORT) criteria for AIS conservative treatment. Methods Study design/setting: prospective cohort study nested in a clinical database of all outpatients of a clinic specialized in scoliosis conservative treatment. Patient sample: seventy-three patients (60 females), age 12 years 10 months ±17 months, 34.4±4.4 Cobb degrees, who satisfied SRS criteria were included out of 3,883 patients at first evaluation. Outcome measures: Cobb angle at the end of treatment according to SRS criteria : (unchanged; worsened 6° or more, over 45° and surgically treated, and rate of improvement of 6° or more). Braces were prescribed for 18–23 hours/day according to curves magnitude and actual international guidelines. Weaning was gradual after Risser 3. All patients performed exercises and were managed according to SOSORT criteria. Results in all patients were analyzed according to intent-to-treat at the end of the treatment. Funding and Conflict of Interest: no. Results Overall 34 patients (52.3%) improved. Seven patients (9.6%) worsened, of which 1 patient progressed beyond 45° and was fused. Referred compliance was assessed during a mean period of 3 years 4 months ±20 months; the median adherence was 99.1% (range 22.2-109.2%). Employing intent-to-treat analysis, there were failures in 11 patients (15.1%). At start, these patients had statistically significant low BMI and kyphosis, high thoracic rotation and higher Cobb angles. Drop

  15. A study of high-altitude manned research aircraft employing strut-braced wings of high-aspect-ratio

    NASA Technical Reports Server (NTRS)

    Smith, P. M.; Deyoung, J.; Lovell, W. A.; Price, J. E.; Washburn, G. F.

    1981-01-01

    The effect of increased wing aspect ratio of subsonic aircraft on configurations with and without strut bracing. Results indicate that an optimum cantilever configuration, with a wing aspect ratio of approximately 26, has a 19% improvement in cruise range when compared to a baseline concept with a wing aspect ratio of approximately 10. An optimum strut braced configuration, with a wing aspect ratio of approximately 28, has a 31% improvment in cruise range when compared to the same baseline concept. This improvement is mainly due to the estimated reduction in wing weight resulting from use of lifting struts. All configurations assume the same mission payload and fuel. The drag characteristics of the wings are enhanced with the use of laminar flow airfoils. A method for determining the extent of attainable natural laminar flow, and methods for preliminary structural design and for aerodynamic analysis of wings lifting struts are presented.

  16. Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system

    NASA Astrophysics Data System (ADS)

    Lian, Yeda; Zhang, Xunan; Sheldon, Cherry

    2007-06-01

    Based on energy dissipation and structural control principle, a new structural configuration, called the mega-sub controlled structure (MSCS) with friction damped braces (FDBs), is first presented. Meanwhile, to calculate the damping coefficient in the slipping state a new analytical method is proposed. The damping characteristics of one-storey friction damped braced frame (FDBF) are investigated, and the influence of the structural parameters on the energy dissipation and the practical engineering design are discussed. The nonlinear dynamic equations and the analytical model of the MSCS with FDBs are established. Three building structures with different structural configurations, which were designed with reference to the conventional mega-sub structures such as used in Tokyo City Hall, are comparatively investigated. The results illustrate that the structure presented in the paper has excellent dynamic properties and satisfactory control effectiveness.

  17. Quantifying Earthquake Collapse Risk of Tall Steel Braced Frame Buildings Using Rupture-to-Rafters Simulations

    NASA Astrophysics Data System (ADS)

    Mourhatch, Ramses

    This thesis examines collapse risk of tall steel braced frame buildings using rupture-to-rafters simulations due to suite of San Andreas earthquakes. Two key advancements in this work are the development of (i) a rational methodology for assigning scenario earthquake probabilities and (ii) an artificial correction-free approach to broadband ground motion simulation. The work can be divided into the following sections: earthquake source modeling, earthquake probability calculations, ground motion simulations, building response, and performance analysis. As a first step the kinematic source inversions of past earthquakes in the magnitude range of 6-8 are used to simulate 60 scenario earthquakes on the San Andreas fault. For each scenario earthquake a 30-year occurrence probability is calculated and we present a rational method to redistribute the forecast earthquake probabilities from UCERF to the simulated scenario earthquake. We illustrate the inner workings of the method through an example involving earthquakes on the San Andreas fault in southern California. Next, three-component broadband ground motion histories are computed at 636 sites in the greater Los Angeles metropolitan area by superposing short-period (0.2s-2.0s) empirical Green's function synthetics on top of long-period (> 2.0s) spectral element synthetics. We superimpose these seismograms on low-frequency seismograms, computed from kinematic source models using the spectral element method, to produce broadband seismograms. Using the ground motions at 636 sites for the 60 scenario earthquakes, 3-D nonlinear analysis of several variants of an 18-story steel braced frame building, designed for three soil types using the 1994 and 1997 Uniform Building Code provisions and subjected to these ground motions, are conducted. Model performance is classified into one of five performance levels: Immediate Occupancy, Life Safety, Collapse Prevention, Red-Tagged, and Model Collapse. The results are combined with

  18. The Effects of a Prophylactic Knee Brace and Two Neoprene Knee Sleeves on the Performance of Healthy Athletes: A Crossover Randomized Controlled Trial

    PubMed Central

    Mortaza, Niyousha; Ebrahimi, Ismail; Jamshidi, Ali Ashraf; Abdollah, Vahid; Kamali, Mohammad; Abas, Wan Abu Bakar Wan; Osman, Noor Azuan Abu

    2012-01-01

    Knee injury is one of the major problems in sports medicine, and the use of prophylactic knee braces is an attempt to reduce the occurrence and/or severity of injuries to the knee joint ligament(s) without inhibiting knee mobility. The aim of the present study was to examine the effect of one recently designed prophylactic knee brace and two neoprene knee sleeves upon performance of healthy athletes. Thirty-one healthy male athletes (age = 21.2±1.5) volunteered as participants to examine the effect of prophylactic knee brace/sleeves on performance using isokinetic and functional tests. All subjects were tested in four conditions in a random order: 1. nonbraced (control) 2. using a neoprene knee sleeve 3. using a knee sleeve with four bilateral metal supports and 4. using a prophylactic knee brace. The study design was a crossover, randomized, controlled trial. Subjects completed single leg vertical jump, cross-over hop, and the isokinetic knee flexion and extension (at 60, 180, 300°/sec). Data were collected from the above tests and analyzed for jump height, cross-over hop distance, peak torque to body weight ratio and average power, respectively. Comparisons of these variables in the four testing conditions revealed no statistically significant difference (p>0.05). The selected prophylactic brace/sleeves did not significantly inhibit athletic performance which might verify that their structure and design have caused no complication in the normal function of the knee joint. Moreover, it could be speculated that, if the brace or the sleeves had any limiting effect, our young healthy athletic subjects were well able to generate a mean peak torque large enough to overcome this possible restriction. Further studies are suggested to investigate the long term effect of these prophylactic knee brace and sleeves as well as their possible effect on the adjacent joints to the knee. PMID:23185549

  19. The effects of a prophylactic knee brace and two neoprene knee sleeves on the performance of healthy athletes: a crossover randomized controlled trial.

    PubMed

    Mortaza, Niyousha; Ebrahimi, Ismail; Jamshidi, Ali Ashraf; Abdollah, Vahid; Kamali, Mohammad; Abas, Wan Abu Bakar Wan; Osman, Noor Azuan Abu

    2012-01-01

    Knee injury is one of the major problems in sports medicine, and the use of prophylactic knee braces is an attempt to reduce the occurrence and/or severity of injuries to the knee joint ligament(s) without inhibiting knee mobility. The aim of the present study was to examine the effect of one recently designed prophylactic knee brace and two neoprene knee sleeves upon performance of healthy athletes. Thirty-one healthy male athletes (age = 21.2 ± 1.5) volunteered as participants to examine the effect of prophylactic knee brace/sleeves on performance using isokinetic and functional tests. All subjects were tested in four conditions in a random order: 1. nonbraced (control) 2. using a neoprene knee sleeve 3. using a knee sleeve with four bilateral metal supports and 4. using a prophylactic knee brace. The study design was a crossover, randomized, controlled trial. Subjects completed single leg vertical jump, cross-over hop, and the isokinetic knee flexion and extension (at 60, 180, 300°/sec). Data were collected from the above tests and analyzed for jump height, cross-over hop distance, peak torque to body weight ratio and average power, respectively. Comparisons of these variables in the four testing conditions revealed no statistically significant difference (p>0.05). The selected prophylactic brace/sleeves did not significantly inhibit athletic performance which might verify that their structure and design have caused no complication in the normal function of the knee joint. Moreover, it could be speculated that, if the brace or the sleeves had any limiting effect, our young healthy athletic subjects were well able to generate a mean peak torque large enough to overcome this possible restriction. Further studies are suggested to investigate the long term effect of these prophylactic knee brace and sleeves as well as their possible effect on the adjacent joints to the knee.

  20. Subsonic Ultra Green Aircraft Research: Phase II- Volume III-Truss Braced Wing Aeroelastic Test Report

    NASA Technical Reports Server (NTRS)

    Bradley, Marty K.; Allen, Timothy J.; Droney, Christopher

    2014-01-01

    This Test Report summarizes the Truss Braced Wing (TBW) Aeroelastic Test (Task 3.1) work accomplished by the Boeing Subsonic Ultra Green Aircraft Research (SUGAR) team, which includes the time period of February 2012 through June 2014. The team consisted of Boeing Research and Technology, Boeing Commercial Airplanes, Virginia Tech, and NextGen Aeronautics. The model was fabricated by NextGen Aeronautics and designed to meet dynamically scaled requirements from the sized full scale TBW FEM. The test of the dynamically scaled SUGAR TBW half model was broken up into open loop testing in December 2013 and closed loop testing from January 2014 to April 2014. Results showed the flutter mechanism to primarily be a coalescence of 2nd bending mode and 1st torsion mode around 10 Hz, as predicted by analysis. Results also showed significant change in flutter speed as angle of attack was varied. This nonlinear behavior can be explained by including preload and large displacement changes to the structural stiffness and mass matrices in the flutter analysis. Control laws derived from both test system ID and FEM19 state space models were successful in suppressing flutter. The control laws were robust and suppressed flutter for a variety of Mach, dynamic pressures, and angle of attacks investigated.

  1. Optimal placement of active braces by using PSO algorithm in near- and far-field earthquakes

    NASA Astrophysics Data System (ADS)

    Mastali, M.; Kheyroddin, A.; Samali, B.; Vahdani, R.

    2016-03-01

    One of the most important issues in tall buildings is lateral resistance of the load-bearing systems against applied loads such as earthquake, wind and blast. Dual systems comprising core wall systems (single or multi-cell core) and moment-resisting frames are used as resistance systems in tall buildings. In addition to adequate stiffness provided by the dual system, most tall buildings may have to rely on various control systems to reduce the level of unwanted motions stemming from severe dynamic loads. One of the main challenges to effectively control the motion of a structure is limitation in distributing the required control along the structure height optimally. In this paper, concrete shear walls are used as secondary resistance system at three different heights as well as actuators installed in the braces. The optimal actuator positions are found by using optimized PSO algorithm as well as arbitrarily. The control performance of buildings that are equipped and controlled using the PSO algorithm method placement is assessed and compared with arbitrary placement of controllers using both near- and far-field ground motions of Kobe and Chi-Chi earthquakes.

  2. Subsonic Ultra Green Aircraft Research. Phase II - Volume I; Truss Braced Wing Design Exploration

    NASA Technical Reports Server (NTRS)

    Bradley, Marty K.; Droney, Christopher K.; Allen, Timothy J.

    2015-01-01

    This report summarizes the Truss Braced Wing (TBW) work accomplished by the Boeing Subsonic Ultra Green Aircraft Research (SUGAR) team, consisting of Boeing Research and Technology, Boeing Commercial Airplanes, General Electric, Georgia Tech, Virginia Tech, NextGen Aeronautics, and Microcraft. A multi-disciplinary optimization (MDO) environment defined the geometry that was further refined for the updated SUGAR High TBW configuration. Airfoil shapes were tested in the NASA TCT facility, and an aeroelastic model was tested in the NASA TDT facility. Flutter suppression was successfully demonstrated using control laws derived from test system ID data and analysis models. Aeroelastic impacts for the TBW design are manageable and smaller than assumed in Phase I. Flutter analysis of TBW designs need to include pre-load and large displacement non-linear effects to obtain a reasonable match to test data. With the updated performance and sizing, fuel burn and energy use is reduced by 54% compared to the SUGAR Free current technology Baseline (Goal 60%). Use of the unducted fan version of the engine reduces fuel burn and energy by 56% compared to the Baseline. Technology development roadmaps were updated, and an airport compatibility analysis established feasibility of a folding wing aircraft at existing airports.

  3. Aerodynamic Analysis of the Truss-Braced Wing Aircraft Using Vortex-Lattice Superposition Approach

    NASA Technical Reports Server (NTRS)

    Ting, Eric Bi-Wen; Reynolds, Kevin Wayne; Nguyen, Nhan T.; Totah, Joseph J.

    2014-01-01

    The SUGAR Truss-BracedWing (TBW) aircraft concept is a Boeing-developed N+3 aircraft configuration funded by NASA ARMD FixedWing Project. This future generation transport aircraft concept is designed to be aerodynamically efficient by employing a high aspect ratio wing design. The aspect ratio of the TBW is on the order of 14 which is significantly greater than those of current generation transport aircraft. This paper presents a recent aerodynamic analysis of the TBW aircraft using a conceptual vortex-lattice aerodynamic tool VORLAX and an aerodynamic superposition approach. Based on the underlying linear potential flow theory, the principle of aerodynamic superposition is leveraged to deal with the complex aerodynamic configuration of the TBW. By decomposing the full configuration of the TBW into individual aerodynamic lifting components, the total aerodynamic characteristics of the full configuration can be estimated from the contributions of the individual components. The aerodynamic superposition approach shows excellent agreement with CFD results computed by FUN3D, USM3D, and STAR-CCM+.

  4. The effectiveness of the parachutist ankle brace in reducing ankle injuries in an airborne ranger battalion.

    PubMed

    Schumacher, J T; Creedon, J F; Pope, R W

    2000-12-01

    The purpose of this study was to determine if the parachutist ankle brace (PAB) decreases the number and severity of ankle injuries in an airborne Ranger battalion. A retrospective study was performed covering a 38-month period. A computer database was used to track all jump injuries with a diagnosis of ankle pain, sprain, or fracture. The frequency was calculated for ankle injuries per 1,000 jumps and the average length of medically restricted duty per ankle injury. A total of 13,782 static line parachute jumps were conducted during the study period. Without the PAB, 35 ankle injuries were seen (4.5/1,000 jumps), with 9 fractures and 316 days of medical restriction per 1,000 jumps. Using the PAB, 9 ankle injuries were seen (1.5/1,000 jumps), with 3 fractures and 71 days of medical restriction per 1,000 jumps. The correct use of the PAB appeared to significantly decrease the incidence of ankle injuries in this battalion.

  5. Neoprene wrist brace for correction of radial club hand in children.

    PubMed

    Kennedy, S M

    1996-01-01

    Thermoplastic wrist orthoses have been used for some time for serial correction before surgery for radial dysplasia to realign the hand on the forearm bone. However, problems have been experienced with pressure areas, especially at the distal and proximal radial edges. Inserting padding with such a small orthosis (if made for a baby) distorts the fit. A neoprene brace has been developed that can be applied to an infant as young as 3 weeks old. Thermoplastic ulnar and radial reinforcers are used to maintain the correction. The method of construction and positioning are described. The reinforcers can be serially adjusted to achieve a neutral position at the wrist. In babies, passive correction may be easier to obtain, but in older children with soft-tissue shortening, acceptable realignment can be achieved serially and maintained until surgery is appropriate. Using neoprene avoids serious pressure problems. Neoprene is durable, washable, and accepted by this client group and their parents. It has been demonstrated that correcting the alignment of the hand improves hand function, especially in bilateral activities, and allows the child to swim and play in water while wearing it, thus enhancing the quality of life.

  6. Physical, chemical and antimicrobial evaluation of a composite material containing quaternary ammonium salt for braces cementation.

    PubMed

    Sugii, Mari Miura; Ferreira, Fábio Augusto de Souza; Müller, Karina Cogo; Lima, Debora Alves Nunes Leite; Groppo, Francisco Carlos; Imasato, Hidetake; Rodrigues-Filho, Ubirajara Pereira; Aguiar, Flávio Henrique Baggio

    2017-04-01

    The antibiofilm effect of iodide quaternary ammonium methacryloxy silicate (IQAMS) in Transbond XT Light Cure Adhesive resin used for braces cementation was evaluated. Fourier Transform Infrared (FTIR) spectroscopy confirmed IQAMS formation and Scanning Electron Microscopy coupled to Energy-Dispersive X-ray Spectroscopy (SEM-EDS) revealed that as coating, the quaternary ammonium groups from IQAMS were homogeneously dispersed throughout the surface. When incorporated, the composite material presented homogeneous dispersion throughout the resin. Assays with Streptococcus mutans demonstrated enhanced antibiofilm effect for the IQAMS coated resin, with much lower colony-forming units (CFU), in comparison to incorporated IQAMS. Such a difference was assigned to low availability of quaternary ammonium groups at the surface of resin when IQAMS was incorporated, hindering its antibiofilm effect. Additionally, the incorporation of IQAMS led to slight decrease in ultimate bond strength (UBS) and shear bond strength (SBS), in comparison to the neat commercial resin. Thus, the synthesized IQAMS displays great potential as antibiofilm coating or sealant to prevent oral infections in brackets during orthodontic treatment.

  7. In defense of adolescents: They really do use braces for the hours prescribed, if good help is provided. Results from a prospective everyday clinic cohort using thermobrace

    PubMed Central

    2012-01-01

    Background The effectiveness of bracing relies on the quality of the brace, compliance of the patient, and some disease factors. Patients and parents tend to overestimate adherence, so an objective assessment of compliance has been developed through the use of heat sensors. In 2010 we started the everyday clinical use of a temperature sensor, and the aim of this study is to present our initial results. Methods Population: A prospective cohort of 68 scoliosis patients that finished at least 4 months of brace treatment on March 31, 2011: 48 at their first evaluation (79% females, age 14.2±2.4) and 20 already in treatment. Treatment: Bracing (SPoRT concept); physiotherapic specific exercises (SEAS School); team approach according to the SOSORT Bracing Management Guidelines. Methods. A heat sensor, “Thermobrace” (TB), has been validated and applied to the brace. The real (measured by TB) and referred (reported by the patient) compliances were calculated. Statistics. The distribution was not normal, hence median and 95% interval confidence (IC95) and non-parametric tests had to be used. Results Average TB use: 5.5±1.5 months. Brace prescription was 23 hours/day (h/d) (IC95 18–23), with a referred compliance of 100% (IC95 70.7-100%) and a real one of 91.7% (IC95 56.6-101.7%), corresponding to 20 h/d (IC95 11–23). The more the brace was prescribed, the more compliant the patient was (94.8% in 23 h/d vs. 73.2% in 18 h/d, P < 0.05). Sixty percent of the patients had at least 90% compliance, and 45% remained within 1 hour of what had been prescribed. Non-wearing days were 0 (IC95 0–12.95), and involved 29% of patients. Conclusion This is the first study using a TB in a setting of respect for the SOSORT criteria for bracing, and it states that it is possible to achieve a very good compliance, even with a full time prescription, and better than what was previously reported (80% maximum). We hypothesize that the treating team (SOSORT criteria) plays a major role

  8. The effect of knee brace on coordination and neuronal leg muscle control: an early postoperative functional study in anterior cruciate ligament reconstructed patients.

    PubMed

    Rebel, M; Paessler, H H

    2001-09-01

    Two studies were carried out after anterior cruciate ligament (ACL) reconstruction to determine the effect of a knee brace on coordination (test 1) and electromyographic muscle activity in drop jumps (test 2). Test 1 studied 25 patients with ACL reconstruction under three test conditions (one-leg static, two-legged static, two-legged dynamic) compared with a control (n=30). The results showed highly significant improvements in all braced conditions. In test 2 ten patients with ACL reconstruction and ten healthy subjects performed a two-legged drop-jump; this was repeated 15 times and again 15 times with a knee brace worn on the reconstructed limb. Changes in electromyographically determined muscle activity (vastus medialis, vastus lateralis, biceps femoris, gastrocnemius) were observed, but they were significant in only few cases because of high variability. Drop-jumps with knee brace improved jumping height, increased the maximum knee angle in the ground contact phase, and reduced the maximum knee angle in the landing phase. Patients thus develop an increased confidence in the stability of their knees. We conclude that the benefits of the knee brace are due to the mechanical action, an enhanced coordination, and a psychological effect.

  9. Study of the pressures applied by a Chêneau brace for correction of adolescent idiopathic scoliosis.

    PubMed

    Pham, V M; Houilliez, A; Schill, A; Carpentier, A; Herbaux, B; Thevenon, A

    2008-09-01

    We performed a study on 32 idiopathic scoliotic patients (30 females, 2 males) treated with a Chêneau brace. Eighteen patients had a single right thoracic curve and 14 had a single right thoracolumbar curve. We used the TekScan system (ClinSeat Type 5315 Sensor, TekScan, Boston MA, USA) to measure pressures at the skin-brace interface, assess the effect of strap tension and analyze the variation of these pressures with position and activity. The TekScan device enabled identification of the pressure areas corresponding to the brace's three loading points. The pressure under the main pad had a greater mean value than the pressure under the two counter-pads. Tightening the straps led to a significant increase in the pressures, whatever the position studied or the curve pattern. Compared with the standing (reference) position, we observed significantly higher pressures during maximal inspiration (p < 0.001) and lower pressures during maximal expiration, in the prone position and after having risen from a lying position, for both thoracic curves (p < 0.001) and thoracolumbar curves (p < 0.01). The pressures for thoracolumbar curves were lower than those for thoracic curves, whatever the position studied and both before and after strap adjustment. For lying positions, lying on the right side produced the greatest increase pressure. Even though the TekScan system does not provide direct information on the correction of spinal curvature, it appears to be a useful tool in the treatment of scoliotic patients. Strap adjustment clearly influences the applied pressures - particularly those on the rib cage. During activity, there is a natural tendency to decrease the pressure; this justifies efforts to maintain strap tensions in general and during day wear in particular.

  10. Team care to cure adolescents with braces (avoiding low quality of life, pain and bad compliance): a case–control retrospective study. 2011 SOSORT Award winner

    PubMed Central

    2012-01-01

    Background Bracing could be efficacious, given good compliance and quality of braces. Recently the SOSORT Brace Treatment Management Guidelines (SBTMG) have highlighted the perceived importance of the professional teams surrounding braced patients. Purpose To verify the impact of a complete rehabilitation team in the adolescent patient with bracing. Materials and methods Design. Initial cross-sectional study, followed by a retrospective case–control study. Population: Thirty-eight patients (15.8 ± 1.6 years; 26 females; 10 hyperkyphosis, 28 scoliosis of 29.2 ± 7.9° Cobb) extracted from a single orthotist database (between January 1, 2008 and September 1, 2009) and treated by the same physician; brace wearing at least 15 hours/day for a minimum of 6 months; age 10 or more. Treatment: Braces: Sforzesco, Sibilla, Lapadula or Maguelone. Exercises: SEAS. Methods: Two questionnaires filled in blindly by patients: SRS-22 and one especially developed and validated with 25 questions on adherence to treatment. Groups (main risk factor): TEAM (private institute: satisfied 44/44 SOSORT criteria; grade of teamwork, “excellent”) included 13 patients and NOT 25 (National Health Service Rehabilitation Department: 35/44 SOSORT criteria respected; grade, “insufficient”). Results TEAM was more compliant to bracing than NOT (97 ± 6% vs. 80 ± 24%) and performed nearly double the exercises (38 ± 12 vs. 20 ± 13 minutes/session). The self-reduction of bracing was significant in NOT (from 16.8 ± 3.7 to 14.8 ± 4.9 hours/day, , P<0.05); TEAM showed a significant reduction in the difficulties due to bracing (from 8.9 ± 1.4 to 3.5 ± 2.0 in 12 months on a 10-point scale, P<0.05). Pain was perceived by 55% of NOT versus 7% of TEAM (P < 0.05). The populations did not differ at the baseline studied outcomes. The absence of a good team surrounding the patient increases by five times the risk of reduced compliance to

  11. A user`s guide to LUGSAN 1.1: A computer program to calculate and archive lug and sway brace loads for aircraft-carried stores

    SciTech Connect

    Dunn, W.N.

    1994-07-01

    LUGSAN (LUG and Sway brace ANalysis) is a analysis and database computer program designed to calculate store lug and sway brace loads from aircraft captive carriage. LUGSAN combines the rigid body dynamics code, SWAY85 and the maneuver calculation code, MILGEN, with an INGRES database to function both as an analysis and archival system. This report describes the operation of the LUGSAN application program, including function description, layout examples, and sample sessions. This report is intended to be a user`s manual for version 1.1 of LUGSAN operating on the VAX/VMS system. The report is not intended to be a programmer or developer`s manual.

  12. A user`s guide to LUGSAN II. A computer program to calculate and archive lug and sway brace loads for aircraft-carried stores

    SciTech Connect

    Dunn, W.N.

    1998-03-01

    LUG and Sway brace ANalysis (LUGSAN) II is an analysis and database computer program that is designed to calculate store lug and sway brace loads for aircraft captive carriage. LUGSAN II combines the rigid body dynamics code, SWAY85, with a Macintosh Hypercard database to function both as an analysis and archival system. This report describes the LUGSAN II application program, which operates on the Macintosh System (Hypercard 2.2 or later) and includes function descriptions, layout examples, and sample sessions. Although this report is primarily a user`s manual, a brief overview of the LUGSAN II computer code is included with suggested resources for programmers.

  13. The effect of compliance to a Rigo System Cheneau brace and a specific exercise programme on idiopathic scoliosis curvature: a comparative study: SOSORT 2014 award winner

    PubMed Central

    2014-01-01

    Background There is controversy as to whether conservative management that includes wearing a brace and exercises is effective in stabilising idiopathic scoliosis curves. A brace only prevents progression of the curve and has been shown to have favourable outcomes when patients are compliant. So the aim of this study was to: determine the effect of compliance to the Rigo System Cheneau (RSC) brace and a specific exercise programme on Idiopathic Scoliosis curvature; and to compare the Quality of Life (QoL) and psychological traits of compliant and non compliant subjects. Methods A pre/post test study design was used with a post study comparison between subjects who complied with the management and those who did not. Fifty one subjects, girls aged 12-16 years, Cobb angles 20-50 degrees participated in the study. Subjects were divided into two groups, according to their compliance, at the end of the study. The compliant group wore the brace 20 or more hours a day and exercised three or more times per week. The non-compliant group wore the brace less than 20 hours a day and exercised less than three times per week. Cobb angles, vertebral rotation, scoliometer readings, peak flow, quality of life and personality traits were compared between groups, using the student’s two sample t-test and an analysis of covariance. Results The compliant group, wore the brace 21.5 hours per day and exercised four times a week, and significantly improved in all measures compared to non compliant subjects, who wore the brace 12 hours per day, exercised 1.7 times a week and significantly deteriorated (p < 0.0001). The major Cobb angles in the compliant group improved 10.19°(±5.5) and deteriorated 5.52°(±4.3) in the non compliant group (p < 0.0001). Compliant subjects had a significantly better QoL than the non compliant subjects (p = 0.001). The compliant group were significantly more emotionally mature, stable and realistic than the non compliant group (p = 0

  14. A prospective study comparing attempted weight bearing in fiberglass below-knee casts and prefabricated pneumatic braces.

    PubMed

    Mason, Lyndon W; Dodds, Alex

    2010-04-01

    Partial weight bearing is commonly advised after fracture of the lower extremity. Research has determined this to be inaccurate both in its instruction and its reproducibility. Many trauma departments are commonly using alternatives to plaster in the splintage of fractures, such as fiberglass and the prefabricated pneumatic braces. This study's null hypothesis is that there is no difference between partial weight bearing through a fiberglass cast as compared with a pneumatic walker. A prospective study was conducted in our department including all patients who had metatarsal or ankle fractures and could partially weight bear. Patients were excluded if they were not allowed to bear weight, had received operative fixation of their fracture, or were younger than age 16 years. The patients' total weight was measured first, and then they were trained to place 50% of their weight through the splinted limb. Three measurements were taken of their attempted weight bearing at 50%, and they were blinded to the results. Over a 16-month period, 117 patients were enrolled for this study: 72 in the pneumatic walker group and 45 in the fiberglass group. There was no significant difference in sex, age, or fracture type. There was a significant difference in percentage of weight placed through the splinted limb, with the pneumatic brace group placing much greater force than the fiberglass group. This may have been caused by altered proprioception from the walker. It is important to realize this when prescribing partial weight bearing in a particular splint as this may result in avoidable complications.

  15. Analysis of Limit Cycle Oscillation Data from the Aeroelastic Test of the SUGAR Truss-Braced Wing Model

    NASA Technical Reports Server (NTRS)

    Bartels, Robert E.; Funk, Christie; Scott, Robert C.

    2015-01-01

    Research focus in recent years has been given to the design of aircraft that provide significant reductions in emissions, noise and fuel usage. Increases in fuel efficiency have also generally been attended by overall increased wing flexibility. The truss-braced wing (TBW) configuration has been forwarded as one that increases fuel efficiency. The Boeing company recently tested the Subsonic Ultra Green Aircraft Research (SUGAR) Truss-Braced Wing (TBW) wind-tunnel model in the NASA Langley Research Center Transonic Dynamics Tunnel (TDT). This test resulted in a wealth of accelerometer data. Other publications have presented details of the construction of that model, the test itself, and a few of the results of the test. This paper aims to provide a much more detailed look at what the accelerometer data says about the onset of aeroelastic instability, usually known as flutter onset. Every flight vehicle has a location in the flight envelope of flutter onset, and the TBW vehicle is not different. For the TBW model test, the flutter onset generally occurred at the conditions that the Boeing company analysis said it should. What was not known until the test is that, over a large area of the Mach number dynamic pressure map, the model displayed wing/engine nacelle aeroelastic limit cycle oscillation (LCO). This paper dissects that LCO data in order to provide additional insights into the aeroelastic behavior of the model.

  16. The Effect of Analysis Methods on the Response of Steel-Braced Frame Buildings for Seismic Retrofitting

    NASA Astrophysics Data System (ADS)

    Ghodrati Amiri, G.; Hamidi Jamnani, H.; Mohebi, B.

    In this study, steel-braced frame buildings which are designed according to 2800 Standard of Iran (3rd revision), will be evaluated by four main types of structural analysis (Linear Static, Linear Dynamic, Nonlinear Static and Nonlinear Dynamic Analyses) with regard to Seismic Rehabilitation Code for Existing Buildings in Iran (based on FEMA 273). The discrepancy of the results derived from these four types of analysis and also seismic performance of the buildings in both linear and nonlinear treatments will be analyzed. At first, Probabilistic Seismic Hazard Analysis (PSHA) for 2 hazard levels has been carried out at center of Tehran, then three 3D models including 3 common buildings (5, 10 and 15-story) have been selected and designed subjected to earthquake according to 2800 Standard. Following this, these three 3D models have been analyzed and controlled based on Seismic Rehabilitation Code for Existing Buildings. The selected rehabilitation goal for this research is Fair (Controlling Life Safety in Hazard Level 1 + Collapse Prevention in Hazard Level 2). According to the results of this research, the accuracy of linear analysis for evaluating bracing elements is very low, in evaluating columns the results of linear static analysis is much more acceptable than linear dynamic and nonlinear static analysis. Also, by increasing the number of stories the accuracy of nonlinear static analysis decreases.

  17. Effect of compressive force on aeroelastic stability of a strut-braced wing

    NASA Astrophysics Data System (ADS)

    Sulaeman, Erwin

    2002-01-01

    Recent investigations of a strut-braced wing (SBW) aircraft show that, at high positive load factors, a large tensile force in the strut leads to a considerable compressive axial force in the inner wing, resulting in a reduced bending stiffness and even buckling of the wing. Studying the influence of this compressive force on the structural response of SBW is thus of paramount importance in the early stage of SBW design. The purpose of the this research is to investigate the effect of compressive force on aeroelastic stability of the SBW using efficient structural finite element and aerodynamic lifting surface methods. A procedure is developed to generate wing stiffness distribution for detailed and simplified wing models and to include the compressive force effect in the SBW aeroelastic analysis. A sensitivity study is performed to generate response surface equations for the wing flutter speed as functions of several design variables. These aeroelastic procedures and response surface equations provide a valuable tool and trend data to study the unconventional nature of SBW. In order to estimate the effect of the compressive force, the inner part of the wing structure is modeled as a beam-column. A structural finite element method is developed based on an analytical stiffness matrix formulation of a non-uniform beam element with arbitrary polynomial variations in the cross section. By using this formulation, the number of elements to model the wing structure can be reduced without degrading the accuracy. The unsteady aerodynamic prediction is based on a discrete element lifting surface method. The present formulation improves the accuracy of existing lifting surface methods by implementing a more rigorous treatment on the aerodynamic kernel integration. The singularity of the kernel function is isolated by implementing an exact expansion series to solve an incomplete cylindrical function problem. A hybrid doublet lattice/doublet point scheme is devised to reduce

  18. Treatment of thoraco-lumbar curves in adolescent females affected by idiopathic scoliosis with a progressive action short brace (PASB): assessment of results according to the SRS committee on bracing and nonoperative management standardization criteria

    PubMed Central

    Aulisa, Angelo G; Guzzanti, Vincenzo; Galli, Marco; Perisano, Carlo; Falciglia, Francesco; Aulisa, Lorenzo

    2009-01-01

    Background The effectiveness of conservative treatment of scoliosis is controversial. Some studies suggest that brace is effective in stopping curve progression, whilst others did not report such an effect. The purpose of the present study was to effectiveness of Progressive Action Short Brace (PASB) in the correction of thoraco-lumbar curves, in agreement with the Scoliosis Research Society (SRS) Committee on Bracing and Nonoperative Management Standardisation Criteria. Methods Fifty adolescent females (mean age 11.8 ± 0.5 years) with thoraco-lumbar curve and a pre-treatment Risser score ranging from 0 to 2 have been enrolled. The minimum duration of follow-up was 24 months (mean: 55.4 ± 44.5 months). Antero-posterior radiographs were used to estimate the curve magnitude (CM) and the torsion of the apical vertebra (TA) at 5 time points: beginning of treatment (t1), one year after the beginning of treatment (t2), intermediate time between t1 and t4 (t3), end of weaning (t4), 2-year minimum follow-up from t4 (t5). Three situations were distinguished: curve correction, curve stabilisation and curve progression. The Kruskal Wallis and Spearman Rank Correlation tests have been used as statistical tests. Results CM mean value was 29,30 ± 5,16 SD at t1 and 14,67 ± 7,65 SD at t5. TA was 12.70 ± 6,14 SD at t1 and 8,95 ± 5,82 at t5. The variation between measures of Cobb and Perdriolle degrees at t1,2,3,4,5 and between CM t5-t1 and TA t5-t1 were significantly different. Curve correction was accomplished in 94% of patients, whereas a curve stabilisation was obtained in 6% of patients. Conclusion The PASB, due to its peculiar biomechanical action on vertebral modelling, is highly effective in correcting thoraco-lumbar curves. PMID:19765288

  19. Using Real-Time MRI to Quantify Altered Joint Kinematics in Subjects with Patellofemoral Pain and to Evaluate the Effects of a Patellar Brace or Sleeve on Joint Motion

    PubMed Central

    Draper, Christine E.; Besier, Thor F.; Santos, Juan M.; Jennings, Fabio; Fredericson, Michael; Gold, Garry E.; Beaupre, Gary S.; Delp, Scott L.

    2010-01-01

    Abnormal patellofemoral joint motion is a possible cause of patellofemoral pain, and patellar braces are thought to alleviate pain by restoring normal joint kinematics. We evaluated whether females with patellofemoral pain exhibit abnormal patellofemoral joint kinematics during dynamic, weight-bearing knee extension and assessed the effects of knee braces on patellofemoral motion. Real-time magnetic resonance (MR) images of the patellofemoral joints of 36 female volunteers (13 pain-free controls, 23 patellofemoral pain) were acquired during weight-bearing knee extension. Pain subjects were also imaged while wearing a patellar-stabilizing brace and a patellar sleeve. We measured axial-plane kinematics from the images. Females with patellofemoral pain exhibited increased lateral translation of the patella for knee flexion angles between 0° and 50° (p = 0.03), and increased lateral tilt for knee flexion angles between 0° and 20° (p = 0.04). The brace and sleeve reduced the lateral translation of the patella; however, the brace reduced lateral displacement more than the sleeve (p = 0.006). The brace reduced patellar tilt near full extension (p = 0.001), while the sleeve had no effect on patellar tilt. Our results indicate that some subjects with patellofemoral pain exhibit abnormal weight-bearing joint kinematics and that braces may be effective in reducing patellar maltracking in these subjects. PMID:18985690

  20. Heterogeneity in the Histidine-brace Copper Coordination Sphere in Auxiliary Activity Family 10 (AA10) Lytic Polysaccharide Monooxygenases.

    PubMed

    Chaplin, Amanda K; Wilson, Michael T; Hough, Michael A; Svistunenko, Dimitri A; Hemsworth, Glyn R; Walton, Paul H; Vijgenboom, Erik; Worrall, Jonathan A R

    2016-06-10

    Copper-dependent lytic polysaccharide monooxygenases (LPMOs) are enzymes that oxidatively deconstruct polysaccharides. The active site copper in LPMOs is coordinated by a histidine-brace. This utilizes the amino group and side chain of the N-terminal His residue with the side chain of a second His residue to create a T-shaped arrangement of nitrogen ligands. We report a structural, kinetic, and thermodynamic appraisal of copper binding to the histidine-brace in an auxiliary activity family 10 (AA10) LPMO from Streptomyces lividans (SliLPMO10E). Unexpectedly, we discovered the existence of two apo-SliLPMO10E species in solution that can each bind copper at a single site with distinct kinetic and thermodynamic (exothermic and endothermic) properties. The experimental EPR spectrum of copper-bound SliLPMO10E requires the simulation of two different line shapes, implying two different copper-bound species, indicative of three and two nitrogen ligands coordinating the copper. Amino group coordination was probed through the creation of an N-terminal extension variant (SliLPMO10E-Ext). The kinetics and thermodynamics of copper binding to SliLPMO10E-Ext are in accord with copper binding to one of the apo-forms in the wild-type protein, suggesting that amino group coordination is absent in the two-nitrogen coordinate form of SliLPMO10E. Copper binding to SliLPMO10B was also investigated, and again it revealed the presence of two apo-forms with kinetics and stoichiometry of copper binding identical to that of SliLPMO10E. Our findings highlight that heterogeneity exists in the active site copper coordination sphere of LPMOs that may have implications for the mechanism of loading copper in the cell.

  1. Synthesis and crystal structure of the novel platinum-bridged hexaruthenium alkynyl cluster Pt(Ru sub 3 (. mu. -H) l brace. mu. sub 4 -. eta. sup 2 -C triple bond (t-Bu) r brace (CO) sub 9 ) sub 2 : Evidence for the racemization of the chiral metal framework

    SciTech Connect

    Farrugia, L.J. )

    1990-01-01

    The cluster Ru{sub 3}Pt({mu}-H){l brace}{mu}{sub 4}-{eta}{sup 2}-C{triple bond}C(t-Bu){r brace}(CO){sub 9}(COD) decomposes in dichloromethane or toluene solution by elimination of a Pt atom and COD, affording orange crystals of the title complex Pt(Ru{sub 3}({mu}-H){l brace}{mu}{sub 4}-{eta}{sup 2}-C{triple bond}C(t-Bu){r brace}(CO){sub 9}){sub 2} (5) in 40-50% yield. Crystal data for 5: triclinic, space group P{bar 1}; a = 9.546 (2), b = 12.993 (2), c = 17.786 (2) {angstrom}; {alpha} = 72.97 (1), {beta} = 82.48 (1), {gamma} = 74.62 (2){degree}; V = 2030.4 (6) {angstrom}{sup 3}; Z = 2; final R (R{sub w}) values 0.033 (0.038) for 4,806 independent observed (I > 3.0{sigma}(I)) data. Complex 5 contains two Ru{sub 3} cluster units linked by a naked Pt atom, with each cluster unit bonded via one Ru atom and the {alpha}-carbon of the alkynyl ligand. Variable-temperature {sup 13}C NMR spectra show that the chiral metal framework undergoes racemization with an estimated {Delta}G{sup {double dagger}}{sub 266} of 57.1 ({plus minus}1.1) kJ mol{sup {minus}1}.

  2. Shaking table test and numerical analysis of a 1:12 scale model of a special concentrically braced steel frame with pinned connections

    NASA Astrophysics Data System (ADS)

    Yu, Haifeng; Zhang, Wenyuan; Zhang, Yaochun; Sun, Yusong

    2010-03-01

    This paper describes shaking table tests of a 1:12 scale model of a special concentrically braced steel frame with pinned connections, which was fabricated according to a one-bay braced frame selected from a typical main factory building of a large thermal power plant. In order to investigate the seismic performance of this type of structure, several ground motion accelerations with different levels for seismic intensity VIII, based on the Chinese Code for Seismic Design of Buildings, were selected to excite the model. The results show that the design methods of the members and the connections are adequate and that the structural system will perform well in regions of high seismicity. In addition to the tests, numerical simulations were also conducted and the results showed good agreement with the test results. Thus, the numerical model is shown to be accurate and the beam element can be used to model this structural system.

  3. Towards evidence-based emergency medicine: best BETs from the Manchester Royal Infirmary. BET 2: Immobilisation of stable ankle fractures: plaster cast or functional brace?

    PubMed

    Thackray, Anna J; Taylor, Jonathan

    2013-06-01

    A short-cut review of the literature was carried out to establish whether a functional brace was as good as a traditional plaster of Paris to immobilise a stable ankle fracture in terms of functionality and recovery speed. A total of 260 papers was found using the below outlined search method, of which five were thought to represent the best evidence to answer the specific clinical question. The author, date and country of publication, patient group studied, study type, relevant outcomes, results and study weaknesses of these are shown in table 2. The clinical bottom line is that the limited evidence seems to suggest that a functional brace appears to give more favourable outcomes. Good quality studies involving large populations are, however, needed to delineate a clear answer to this specific question.

  4. Correction of camptocormia using a cruciform anterior spinal hyperextension brace and back extensor strengthening exercise in a patient with Parkinson disease.

    PubMed

    Ye, Byung Kook; Kim, Hyoung-Seop; Kim, Yong Wook

    2015-02-01

    Parkinson disease, one of the most common neurodegenerative diseases, is characterized by cardinal motor features including bradykinesia, rigidity, resting tremor, postural instability, freezing gait, and fatigue. Of these, postural instability in the form of hyperflexion of the thoracolumbar spine upon standing and walking that disappears on recumbent positioning is called camptocormia. Many different trials have been conducted on the treatment of camptocormia, including physiotherapy, corsets, medications, and deep brain stimulation. However, there is insufficient evidence as to which treatment modality is the most valid in terms of effectiveness, cost, safety, and patient satisfaction. In this study, we present a patient whose symptom of camptocormia was effectively resolved using a cruciform anterior spinal hyperextension (CASH) brace and back extensor strengthening exercise which was modified through follow-ups based on a short-term outpatient setting for proper application with minimal discomfort. The patient was satisfied with the amount of correction provided by the brace and exercise.

  5. Characterization of site-specific GPS errors using a short-baseline network of braced monuments at Yucca Mountain, southern Nevada

    NASA Astrophysics Data System (ADS)

    Hill, Emma M.; Davis, James L.; Elósegui, Pedro; Wernicke, Brian P.; Malikowski, Eric; Niemi, Nathan A.

    2009-11-01

    We use a short-baseline network of braced monuments to investigate site-specific GPS effects. The network has baseline lengths of ˜10, 100, and 1000 m. Baseline time series have root mean square (RMS) residuals, about a model for the seasonal cycle, of 0.05-0.24 mm for the horizontal components and 0.20-0.72 mm for the radial. Seasonal cycles occur, with amplitudes of 0.04-0.60 mm, even for the horizontal components and even for the shortest baselines. For many time series these lag seasonal cycles in local temperature measurements by 23-43 days. This could suggest that they are related to bedrock thermal expansion. Both shorter-period signals and seasonal cycles for shorter baselines to REP2, the one short-braced monument in our network, are correlated with temperature, with no lag time. Differences between REP2 and the other stations, which are deep-braced, should reflect processes occurring in the upper few meters of the ground. These correlations may be related to thermal expansion of these upper ground layers, and/or thermal expansion of the monuments themselves. Even over these short distances we see a systematic increase in RMS values with increasing baseline length. This, and the low RMS levels, suggests that site-specific effects are unlikely to be the limiting factor in the use of similar GPS sites for geophysical investigations.

  6. Organic Composition of Size-Segregated Aerosols Sampled During the 2002 Bay Regional Atmospheric Chemistry Experiment (BRACE), Florida, USA

    NASA Astrophysics Data System (ADS)

    Tremblay, R. T.; Zika, R. G.

    2003-04-01

    Aerosol samples were collected for the analysis of organic source markers using non-rotating Micro Orifice Uniform Deposit Impactors (MOUDI) as part of the Bay Regional Atmospheric Chemistry Experiment (BRACE) in Tampa, FL, USA. Daily samples were collected 12 m above ground at a flow rate of 30 lpm throughout the month of May 2002. Aluminum foil discs were used to sample aerosol size fractions with aerodynamic cut diameter of 18, 10, 5.6, 3.2, 1.8, 1.0, 0.56, 0.32, 0.17 and 0.093 um. Samples were solvent extracted using a mixture of dichloromethane/acetone/hexane, concentrated and then analyzed using gas chromatography-mass spectrometry (GC/MS). Low detection limits were achieved using a HP Programmable Temperature Vaporizing inlet (PTV) and large volume injections (80ul). Excellent chromatographic resolution was obtained using a 60 m long RTX-5MS, 0.25 mm I.D. column. A quantification method was built for over 90 organic compounds chosen as source markers including straight/iso/anteiso alkanes and polycyclic aromatic hydrocarbons (PAH). The investigation of potential aerosol sources for different particle sizes using known organic markers and source profiles will be presented. Size distributions of carbon preference indices (CPI), percent wax n-alkanes (%WNA) and concentration of selected compounds will be discussed. Also, results will be compared with samples acquired in different environments including the 1999 Atlanta SuperSite Experiment, GA, USA.

  7. Computed and Experimental Flutter/LCO Onset for the Boeing Truss-Braced Wing Wind-Tunnel Model

    NASA Technical Reports Server (NTRS)

    Bartels, Robert E.; Scott, Robert C.; Funk, Christie J.; Allen, Timothy J.; Sexton, Bradley W.

    2014-01-01

    This paper presents high fidelity Navier-Stokes simulations of the Boeing Subsonic Ultra Green Aircraft Research truss-braced wing wind-tunnel model and compares the results to linear MSC. Nastran flutter analysis and preliminary data from a recent wind-tunnel test of that model at the NASA Langley Research Center Transonic Dynamics Tunnel. The simulated conditions under consideration are zero angle of attack, so that structural nonlinearity can be neglected. It is found that, for Mach number greater than 0.78, the linear flutter analysis predicts flutter onset dynamic pressure below the wind-tunnel test and that predicted by the Navier-Stokes analysis. Furthermore, the wind-tunnel test revealed that the majority of the high structural dynamics cases were wing limit cycle oscillation (LCO) rather than flutter. Most Navier-Stokes simulated cases were also LCO rather than hard flutter. There is dip in the wind-tunnel test flutter/LCO onset in the Mach 0.76-0.80 range. Conditions tested above that Mach number exhibited no aeroelastic instability at the dynamic pressures reached in the tunnel. The linear flutter analyses do not show a flutter/LCO dip. The Navier-Stokes simulations also do not reveal a dip; however, the flutter/LCO onset is at a significantly higher dynamic pressure at Mach 0.90 than at lower Mach numbers. The Navier-Stokes simulations indicate a mild LCO onset at Mach 0.82, then a more rapidly growing instability at Mach 0.86 and 0.90. Finally, the modeling issues and their solution related to the use of a beam and pod finite element model to generate the Navier-Stokes structure mode shapes are discussed.

  8. Products from reactions of [Mn[sub 2]O[sub 2](O[sub 2]CCH[sub 3])(tpen)][sup 2+] in acidic and neutral aqueous media: [Mn[sub 2]([mu]-O)[sub 2]([mu]-O[sub 2]CCH[sub 3])(tpen)][sup 3+] and [[l brace]Mn[sub 3]([mu]-O)[sub 4](OH)(tpen)[r brace][sub 2]([mu]-tpen)][sup 6+

    SciTech Connect

    Pal, S.; Armstrong, W.H. )

    1992-12-23

    The mixed-valence compound [Mn[sub 2]([mu]-O)[sub 2]([mu]-O[sub 2]CCH[sub 3])(tpen)](ClO[sub 4])[sub 2][center dot]3H[sub 2]O (2[center dot]3H[sub 2]O) reacts to form [Mn[sub 2]([mu]-O)[sub 2]([mu]-O[sub 2]CCH[sub 3])(tpen)](ClO[sub 4])[sub 3] (3) is acidic aqueous solution and in contrast is converted to [[l brace]Mn[sub 3]([mu]-O)[sub 4](OH)(tpen)[r brace][sub 2]([mu]-tpen)](ClO[sub 4])[sub 6][center dot]4H[sub 2]O (4[center dot]4H[sub 2]O) in distilled water (tpen is N,N,N[prime],N[prime]-tetrakis(2-pyridylmethyl)-1,2-ethanediamine). Both reactions were carried out in the presence of a large excess of perchlorate counterion. Syntheses, structures, and selected properties of 3 and 4 are reported. Structural parameters for 3 are consistent with both manganese ions being in the 4+ oxidation state. The cyclic voltammogram of 3 in CH[sub 3]CN exhibits IV,IV/IV,III and IV,III/III,III reductions at +0.90 and [minus]0.13 V, respectively, vs SSCE. The cation in 4 resides on an inversion center. Bond distances and angles in 4 confirm that all Mn atoms are in the +4 oxidation state. The structure of 4 consists of two [l brace]Mn[sub 3]O[sub 4][r brace][sup 4+] units linked by one tpen moiety. The [l brace]Mn[sub 3]O[sub 4][r brace][sup 4+] cores in 4 are distorted in a manner that is reminiscent of [Mn[sub 3]O[sub 4](OH)(bpea)[sub 3

  9. Release of nickel ions from stainless steel alloys used in dental braces and their patch test reactivity in nickel-sensitive individuals.

    PubMed

    Jensen, Christian Stab; Lisby, Steen; Baadsgaard, Ole; Byrialsen, Kirsten; Menné, Torkil

    2003-06-01

    Nickel ions leached in sufficient quantities from nickel-containing alloys may induce nickel sensitization or elicit allergic contact dermatitis. Nickel-containing stainless steel alloys are generally considered safe for nickel-sensitive individuals to use. The study summarized in this paper investigated 3 parameters. First, the release of nickel was estimated in artificial saliva and sweat from 4 different stainless steel alloys frequently used in dental braces. Second, in a pilot study, oral mucosa cells harvested from 3 dental patients before and after the attachment of dental braces were analysed for possible nickel content. Third, patch test reactivity of the 4 stainless steel alloys was tested on 31 nickel-sensitive subjects. All 4 stainless steel alloys released small amounts of nickel ions into artificial saliva (<0.13 micro g/cm2/week) and artificial sweat (<0.05 micro g/cm2/week), but no measurable amounts of nickel were found in any of the oral mucosa samples. None of the 31 nickel-sensitive subjects reacted to patch testing with the 4 stainless steel alloys, indicating that these stainless steel alloys would be safe to use in direct and prolonged contact with the skin.

  10. Control of motion of tibial fractures with use of a functional brace or an external fixator. A study of cadavera with use of a magnetic motion sensor.

    PubMed

    McKellop, H; Hoffmann, R; Sarmiento, A; Ebramzadeh, E

    1993-07-01

    A computer-linked magnetic motion transducer was used to monitor and record the six components of motion of the bone fragments in eight cadaveric tibiae in which a simulated, oblique fracture of the middle of the shaft had been stabilized with a functional brace. The limbs were mounted in a servo-hydraulic testing frame, and a cyclic load of 150 newtons was applied along the axis of the tibia. Motion sensors, attached to each side of the fracture, measured and displayed the values of the three translations (axial, anterior-posterior, and medial-lateral), the axial rotation, and the two angulations (anterior-posterior and varus-valgus) as they occurred. Although only an axial load was applied, the off-axis motions were comparable in magnitude with the motion along the axis. The elastic (recoverable) translations of the fragments ranged from 0.5 to 1.9 millimeters, about four to ten times larger than the corresponding motions that were recorded in an earlier study of such fractures that had been stabilized with two types of external fixators. The recoverable rotation and angulations of the fragments of the limbs in the functional brace ranged from 0.7 to 1.2 degrees, about ten times those recorded when the external fixators were used.

  11. Bracing for Disaster

    ERIC Educational Resources Information Center

    Schaffhauser, Dian

    2011-01-01

    A freak blizzard, a mentally ill and armed student, a record-breaking flood. No matter how idyllic a campus may feel, no matter how cocooned the ivory tower, disaster can strike. If a campus is unprepared, it comes like a sucker punch, potentially turning a crisis into a tragedy of unimagined proportions--and causing reverberations that will be…

  12. Braced for bad times

    NASA Astrophysics Data System (ADS)

    2009-08-01

    Here we go again. Just when you thought that the financial woes of the UK's Science and Technology Facilities Council (STFC) had gone away, welcome to another round of cuts. Set up in April 2007, the STFC could not have got off to a more disastrous start. Faced with an £80m shortfall in its budget, the council - seemingly without consulting the scientific community - pulled out of its involvement in the International Linear Collider and withdrew support for the Gemini telescopes (before sheepishly rejoining the project, but only after selling half of its observing time to other partners on the project). Grants for individual projects in particle physics and astronomy were also slashed by 25%. Physicists were, not surprisingly, unhappy, and even MPs attacked the STFC bosses for "misjudgements [that] could significantly damage Britain's research reputation in [physics]".

  13. Knee braces - unloading

    MedlinePlus

    ... in their knees, they are referring to a type of arthritis called osteoarthritis . Osteoarthritis is caused by wear and tear inside your knee joints. Cartilage, the firm, rubbery tissue that cushions all of ...

  14. Bracing for MACRA.

    PubMed

    Sorrel, Amy Lynn

    2016-07-01

    TMA's Medicare and CHIP Reauthorization Act (MACRA) Resource Center is poised to equip physicians for the paradigm shift in Medicare payment. One of the main goals of the MACRA Resource Center is to help physicians compare their options in the two payment tracks - each with its own requirements - and take advantage of continuing medical education opportunities, practice management services, and other tools to get started.

  15. The Basics of Braces

    MedlinePlus

    ... while they're teens. Even adults can need orthodontic treatment. Many orthodontists say kids should see an ... a problem, your child might use some soft orthodontic wax to cover any sharp spots on the ...

  16. [Cu{sub 4}OCl{sub 6}(DABCO){sub 2}].0.5DABCO.4CH{sub 3}OH ('MFU-5'): Modular synthesis of a zeolite-like metal-organic framework constructed from tetrahedral {l_brace}Cu{sub 4}OCl{sub 6}{r_brace} secondary building units and linear organic linkers

    SciTech Connect

    Liu Yingya; Grzywa, Maciej; Weil, Matthias

    2010-01-15

    A novel metal-organic framework (MOF) based on a tetranuclear copper cluster and a linear organic ligand formulated as [Cu{sub 4}OCl{sub 6}(DABCO){sub 2}].0.5DABCO.4CH{sub 3}OH (denoted as MFU-5, MFU=Metal-Organic Framework, Ulm University; DABCO=1,4-diazabicyclo[2.2.2]octane), was prepared via solvothermal synthesis. In contrast with common MOF synthesis strategies, MFU-5 is assembled from pre-defined molecular secondary building units, i.e. {l_brace}Cu{sub 4}OCl{sub 6}{r_brace} moieties, which become the nodes of the coordination framework. The title compound was characterized by single crystal X-ray diffraction, variable temperature powder diffraction (VT-XRPD), thermal analysis, as well as IR- and UV/Vis spectroscopy. Crystal data for MFU-5: hexagonal, P6/mcc (no. 192), a=25.645(9), c=17.105(11) A, V=9742(8) A{sup 3}, Z=12, 1690 structure factors, R[F{sup 2}>2sigma(F{sup 2})]=0.049. MFU-5 is a 3D metal-organic framework with 1D channels running along the c-axis hosting DABCO and methanol solvent molecules. The framework displays a zeolite-like structure constructed from mso cages, which represents the composite building units in the zeolites SSF, MSO and SZR. Two-fold interpenetration is observed between these building units. TG/DTA-MS and VT-XRPD characterization reveal a stepwise release of methanol and DABCO molecules upon heating, eventually resulting in a structural change into a non-porous material. - Graphical abstract: The metal-organic framework [Cu{sub 4}OCl{sub 6}(DABCO){sub 2}].0.5DABCO.4CH{sub 3}OH (MFU-5) is constructed from a molecular precursor containing {l_brace}Cu{sub 4}OCl{sub 6}{r_brace} secondary building units which become cross-linked into a 3D zeolite-type network with hexagonal symmetry by linear DABCO ligands (DABCO=1,4-diazabicyclo[2.2.2]octane).

  17. Some investigations of the general instability of stiffened metal cylinders III : continuation of tests of wire-braced specimens and preliminary tests of sheet-covered specimens

    NASA Technical Reports Server (NTRS)

    1943-01-01

    This is the third of a series of reports covering an investigation of the general instability problem by the California Institute of Technology. The first five reports of this series cover investigations of the general instability problem under the loading conditions of pure bending and were prepared under the sponsorship of the Civil Aeronautics Administration. The succeeding reports of this series cover the work done on other loading conditions under the sponsorship of the National Advisory Committee for Aeronautics. This report is concerned primarily with the continuation of the tests of wire-braced specimens, and preliminary tests of sheet-covered specimens that had been made in the experimental investigation on the problem of the general instability of stiffened metal cylinders at the C.I.T.

  18. An analysis of avoided impacts on climate extremes when comparing RCP8.5 and RCP4.5, as part of the BRACE project.

    NASA Astrophysics Data System (ADS)

    Tebaldi, C.

    2014-12-01

    We present an overview of detected changes in various aspect of the climate system, both for mean quantities and extremes, while comparing two different scenarios (RCP8.5 and RCP4.5) that were run by the CESM1-CAM5 model with large initial condition ensembles, designed to make the detection robust by sampling internal variability exhaustively. This analysis is one of many organized under the Benefits of Reducing Anthropogenic Climate change (BRACE) project of the Climate and Human System Project at the National Center for Atmospheric Research, which focuses on the question of avoided impacts. The differences experienced by the physical system are just the most immediate aspects of avoided impacts, and underpin the explanation of the differences that would be experienced by natural and human systems, which other presentations within this session address.

  19. Safety and walking ability of KAFO users with the C-Brace® Orthotronic Mobility System, a new microprocessor stance and swing control orthosis

    PubMed Central

    Pröbsting, Eva; Kannenberg, Andreas; Zacharias, Britta

    2016-01-01

    Background: There are clear indications for benefits of stance control orthoses compared to locked knee ankle foot orthoses. However, stance control orthoses still have limited function compared with a sound human leg. Objectives: The aim of this study was to evaluate the potential benefits of a microprocessor stance and swing control orthosis compared to stance control orthoses and locked knee ankle foot orthoses in activities of daily living. Study design: Survey of lower limb orthosis users before and after fitting of a microprocessor stance and swing control orthosis. Methods: Thirteen patients with various lower limb pareses completed a baseline survey for their current orthotic device (locked knee ankle foot orthosis or stance control orthosis) and a follow-up for the microprocessor stance and swing control orthosis with the Orthosis Evaluation Questionnaire, a new self-reported outcome measure devised by modifying the Prosthesis Evaluation Questionnaire for use in lower limb orthotics and the Activities of Daily Living Questionnaire. Results: The Orthosis Evaluation Questionnaire results demonstrated significant improvements by microprocessor stance and swing control orthosis use in the total score and the domains of ambulation (p = .001), paretic limb health (p = .04), sounds (p = .02), and well-being (p = .01). Activities of Daily Living Questionnaire results showed significant improvements with the microprocessor stance and swing control orthosis with regard to perceived safety and difficulty of activities of daily living. Conclusion: The microprocessor stance and swing control orthosis may facilitate an easier, more physiological, and safer execution of many activities of daily living compared to traditional leg orthosis technologies. Clinical relevance This study compared patient-reported outcomes of a microprocessor stance and swing control orthosis (C-Brace) to those with traditional knee ankle foot orthosis and stance control orthosis

  20. Aeroelastic Analysis of SUGAR Truss-Braced Wing Wind-Tunnel Model Using FUN3D and a Nonlinear Structural Model

    NASA Technical Reports Server (NTRS)

    Bartels, Robert E.; Scott, Robert C.; Allen, Timothy J.; Sexton, Bradley W.

    2015-01-01

    Considerable attention has been given in recent years to the design of highly flexible aircraft. The results of numerous studies demonstrate the significant performance benefits of strut-braced wing (SBW) and trussbraced wing (TBW) configurations. Critical aspects of the TBW configuration are its larger aspect ratio, wing span and thinner wings. These aspects increase the importance of considering fluid/structure and control system coupling. This paper presents high-fidelity Navier-Stokes simulations of the dynamic response of the flexible Boeing Subsonic Ultra Green Aircraft Research (SUGAR) truss-braced wing wind-tunnel model. The latest version of the SUGAR TBW finite element model (FEM), v.20, is used in the present simulations. Limit cycle oscillations (LCOs) of the TBW wing/strut/nacelle are simulated at angle-of-attack (AoA) values of -1, 0 and +1 degree. The modal data derived from nonlinear static aeroelastic MSC.Nastran solutions are used at AoAs of -1 and +1 degrees. The LCO amplitude is observed to be dependent on AoA. LCO amplitudes at -1 degree are larger than those at +1 degree. The LCO amplitude at zero degrees is larger than either -1 or +1 degrees. These results correlate well with both wind-tunnel data and the behavior observed in previous studies using linear aerodynamics. The LCO onset at zero degrees AoA has also been computed using unloaded v.20 FEM modes. While the v.20 model increases the dynamic pressure at which LCO onset is observed, it is found that the LCO onset at and above Mach 0.82 is much different than that produced by an earlier version of the FEM, v. 19.

  1. The crystal and molecular structure of N{sub 2}H{sub 5}[M(N{sub 2}H{sub 3}COO){sub 3}].H{sub 2}O (M-bar {l_brace}Co, Zn{r_brace}) isomorphic compounds-an X-ray crystallographic, vibrational spectroscopic and quantum-chemical study

    SciTech Connect

    Jesih, Adolf; Rahten, Anka; Benkic, Primoz; Skapin, Tomaz; Pejov, Ljupco . E-mail: ljupcop@iunona.pmf.ukim.edu.mk; Petrusevski, Vladimir M.

    2004-12-01

    A systematic study of N{sub 2}H{sub 5}[M(N{sub 2}H{sub 3}COO){sub 3}].H{sub 2}O (M-bar {l_brace}Co, Zn{r_brace}) type of compounds, which are typical model systems for transition metal complexes with {alpha}-amino acids (the latter are not obtainable in crystalline form), was carried out. The crystal structures of these compounds were solved by X-ray crystallographic methods. FTIR spectra at room and low temperature ({approx}100K) as well as Raman spectra at room temperature were recorded, and analyzed in details. Also, the geometries of the Zn(N{sub 2}H{sub 3}COO){sub 3}{sup -} and N{sub 2}H{sub 5}{sup +} species were fully optimized at ab initio HF and B3LYP/6-31+G(d,p) level of theory, and subsequent vibrational analyses were performed on the basis of which several important reassignments of the IR and Raman bands were proposed. In order to study the binding energetics and the ligand-cation charge-transfer interactions within the Zn(N{sub 2}H{sub 3}COO){sub 3}{sup -} complex, NBO analysis was carried out, employing the second-order perturbation theory analysis of the Fock matrix (i.e., its Kohn-Sham analog) within the NBO basis.

  2. Crystal structure of {l_brace}NH{sub 2}C(NHC{sub 6}H{sub 5}){sub 2}{r_brace}{sub 3}[UO{sub 2}(C{sub 2}O{sub 4}){sub 2}(NCS)] . 1.25H{sub 2}O

    SciTech Connect

    Serezhkina, L. B.; Peresypkina, E. V.; Virovets, A. V.; Neklyudova, N. A.; Pushkin, D. V.

    2008-07-15

    Synthesis and X-ray diffraction study of {l_brace}NH{sub 2}C(NHC{sub 6}H{sub 5}){sub 2}{r_brace}{sub 3}[UO{sub 2}(C{sub 2}O{sub 4}){sub 2}(NCS)] . 1.25H{sub 2}O single crystals have been performed. This compound is crystallized in the orthorhombic system, with the unit-cell parameters a = 45.2646(8) A, b = 57.7359(11) A, c = 7.9244(3) A, sp. gr. Fdd2, Z = 16, V = 20 709.6(10) A{sup 3}, and R = 0.0477. The uranium-containing structural units of the crystals are one-core groups of the [UO{sub 2}(C{sub 2}O{sub 4}){sub 2}(NCS)]{sup 3-} composition, belonging to the crystallochemical group AB{sub 2}{sup 01}M{sup 1} (A = UO{sub 2}{sup +2}, B{sup 01} = C{sub 2}O{sub 4}{sup 2-}, M{sup 1} = NCS{sup -}) of uranyl complexes. The uranium-containing complexes are connected into a three-dimensional framework owing to the electrostatic interactions with the outer-sphere cations and a system of hydrogen bonds.

  3. By the grace of peeling: the brace function of the stratum corneum in the protection from photo-induced keratinocyte carcinogenesis.

    PubMed

    Dainichi, Teruki; Ueda, Setsuko; Furue, Masutaka; Hashimoto, Takashi

    2008-04-01

    Chemical peeling with salicylic acid in polyethylene glycol vehicle (SA-PEG) is a safe and effective method for the rejuvenation of photo-damaged skin. The procedure removes photo-damaged stratum corneum, which consists of immature, fragile cornified envelopes (CEs) and stimulates the reconstruction of the stratum corneum with mature, rigid CEs. In UVB-irradiated hairless mice this procedure, which affects the stratum corneum only, suppresses skin tumor development. In addition, chemical peeling with SA-PAG suppresses p53 expression in mice and normalizes keratinocyte differentiation in both mice and humans. The stratum corneum functions as a barrier against physical and chemical insult and various infectious agents. Here, we hypothesize on a new function of the stratum corneum: a brace function that structurally protects keratinocytes from atypical differentiation or disordered proliferation. Although the precise mechanism remains to be elucidated, there is definite value to be gained from further investigation. This review discusses basic information about chemical peeling with SA-PEG, looks at its action on photo-induced tumor suppression, and proposes a new function for the stratum corneum in keratinocyte proliferation/differentiation.

  4. Comparison of Deep Drill Braced Monument (DDBM) and Borehole Strainmeter (BSM) Wellhead GPS antenna mounts: a Plate Boundary Observatory (PBO) case study from Dinsmore, CA

    NASA Astrophysics Data System (ADS)

    Williams, T. B.; Austin, K. E.; Borsa, A. A.; Feaux, K.; Jackson, M. E.; Johnson, W.; Mencin, D.

    2010-12-01

    With the 2009 installation of GPS station P793 in Dinsmore, CA, the Plate Boundary Observatory (PBO) created a unique opportunity to directly compare a traditional deep drill braced GPS monument (DDBM) with a borehole strainmeter (BSM) wellhead GPS monument. PBO installed a GPS antenna to the wellhead of BSM B935 to perform a direct comparison to DDBM P327 in an attempt to determine stability and long-term behavior of both. The two adjacent stations share power and communications and are roughly 20 meters apart. The steel BSM casing is cemented ~520ft in meta-sandstone & shale, while the DDBM is anchored ~30ft deep in alluvial river gravels. Both stations are located inside a rural auto wrecking yard, which has potential sources of fixed noise in the form of multipath reflections off large metal objects. Preliminary analysis indicates consistent measurements in the North-South component, and a ~3.3 mm difference in the East-West component that has been detected between the two stations over a 450-day period (~2.7 mm/yr). The analysis utilizes standard PBO data products and differences time series data from each station in the SNARF 1.0 and IGS 2005 reference frames. We estimate the time dependent seasonal variations observed at each station and compare with available temperature and precipitation data to attempt to identify the cause of differential movement between the monuments.

  5. Organic Composition of PM2.5 and Size-Segregated Aerosols During the 2002 Bay Regional Atmospheric Chemistry Experiment (BRACE), Florida, USA

    NASA Astrophysics Data System (ADS)

    Tremblay, R. T.; Zika, R. G.

    2003-12-01

    Aerosol samples were collected for the analysis of organic source markers using a Tisch Environmental PM2.5 high volume sampler and two Micro Orifice Uniform Deposit Impactors (MOUDIs) as part of the Bay Regional Atmospheric Chemistry Experiment (BRACE) in Tampa, Florida. PM2.5 samples were collected at ground level on quartz fiber filters (QFF) while size-segregated samples were collected 12 meter above ground level on aluminum foil discs. MOUDIs with aerodynamic cut diameters of 18, 10, 5.6, 3.2, 1.8, 1.0, 0.56, 0.32 and 0.17 um were used. Samples were collected on a 24 hour schedule. The collected samples were solvent extracted using a mixture of dichloromethane/acetone/hexane, concentrated and then analyzed using a gas chromatograph/mass spectrometer (GC/MS) operated in single ion mode. PM2.5 extracts were analyzed using conventional splitless low volume injections (1 ul). Size-segregated aerosol extracts were analyzed using a Hewlett-Packard Programmable Temperature Vaporizing inlet (PTV) combined with large volume injections (80ul). Excellent chromatographic resolutions were obtained with either a 30 or 60 meter long RTX-5MS, 0.25 mm I.D. column. Target compounds were chosen to cover the range of potential sources and included alkanes and polycyclic aromatic hydrocarbons (PAH). Investigation of potential aerosol sources for different particle sizes using known organic markers and source profiles will be presented. Relationship between the collected PM2.5 and size-segregated samples will be studied. Size distributions of carbon preference indices (CPI), percent wax n-alkanes (%WNA) and concentration of selected compounds will be discussed.

  6. Organic composition of PM 2.5 and size-segregated aerosols and their sources during the 2002 Bay Regional Atmospheric Chemistry Experiment (BRACE), Florida, USA

    NASA Astrophysics Data System (ADS)

    Tremblay, Raphaël T.; Riemer, Daniel D.; Zika, Rod G.

    PM 2.5 and size-segregated aerosols were collected in May 2002 as part of the Bay Regional Atmospheric Chemistry Experiment (BRACE), Florida, USA. Aerosol organic composition was used to estimate sources of a series of alkanes and polycyclic aromatic hydrocarbons (PAHs) using chemical indices, hierarchical cluster analysis (HCA) and a chemical mass balance receptor model (CMB). Aerosols were collected on quartz fiber filters (QFF) using a PM 2.5 high volume sampler and on aluminum foil discs using a Micro-Orifice Uniform Deposit Impactor (MOUDI, 50% aerodynamic cut diameters were 18, 10, 5.6, 3.2, 1.8, 1.0, 0.56, 0.315 and 0.171 μm). Target compounds included alkanes and PAHs and were solvent extracted using a mixture of dichloromethane, acetone and hexane, concentrated and then analyzed using a gas chromatograph/mass spectrometer (GC/MS). The target compounds in PM 2.5 were dominated by six sources during the study period: mobile sources (39±5%), coal burning (33±5%), biogenic primary emission (20±2%), oil combustion (5±2%), biomass burning (1.0±0.3%) and an unidentified source (3±2%). Results obtained from the chemical indices, HCA and CMB were in very good agreement with each other. PAH size distributions are presented for days dominated by a same source. Seventy-five percent and 50% of the PAH were found below 1.8 and 0.56 μm, respectively (monthly PAH geometric diameters averaged 0.43 μm). Coarse size PAHs were observed on 1 day (15 May) and were correlated with nitrate and sodium size distribution. It is hypothesized that the PAHs, sodium and nitrate were internally mixed and that the PAHs deposited onto a pre-existing marine aerosol. This transfer process has significant implications for PAH deposition and lifetime and warrants further study.

  7. Isochoric p-{rho}-T and heat capacity C{sub v} measurements on {l_brace}xC{sub 3}H{sub 8} + (1 {minus} x)i-C{sub 4}H{sub 10}, x {approx} 0.7, 0.3{r_brace} from 200 to 400 K at pressures to 35 MPa

    SciTech Connect

    Duarte-Garza, H.A.; Magee, J.W.

    1999-09-01

    The p-{rho}-T relationships and constant volume heat capacity C{sub v} were measured for binary hydrocarbon mixtures containing propane (C{sub 3}H{sub 8}) and isobutane (i-C{sub 4}H{sub 10}). Temperatures ranged from 200 K to 400 K for p-{rho}-T and from 203 K to 342 K for C{sub v} with pressures up to 35 MPa for both measurements. Measurements of p-{rho}-T and C{sub v} were conducted on liquid samples with the mole fraction compositions {l_brace}xC{sub 3}H{sub 8} + (1 {minus} x)i-C{sub 4}H{sub 10}{r_brace} for x = 0.7006 and x = 0.2979. Determinations of saturated-liquid densities were made by extrapolating each isochore to the saturated-liquid pressure and determining the temperature and density at the intersection. Published p-{rho}-T data are in good agreement with this study. For the p-{rho}-T apparatus, the uncertainty of the temperature is 0.03 K, and for pressure it is 0.01% at p > 3 MPa and 0.05% at p < 3 MPa. The principal source of uncertainty in density is the cell volume ({approximately}28.5 cm{sup 3}) with a standard uncertainty of 0.003 cm{sup 3}. When all components of experimental uncertainty are considered, the expanded relative uncertainty (with a coverage factor {kappa} = 2 and thus a two-standard-deviation estimate) of the density measurements is estimated to be 0.05%. For the C{sub v} apparatus, the uncertainty is 0.002 K for the temperature rise and 0.2% for the change-of-volume work, which is the principal source of uncertainty. The expanded relative uncertainty of the heat capacity measurements is estimated to be 0.7%. Hydrocarbon mixtures are considered to be leading candidates to replace chlorofluorocarbon refrigerants, which will be phased out under the terms of the Montreal Protocol.

  8. Automatic method of analysis of OCT images in the assessment of the tooth enamel surface after orthodontic treatment with fixed braces

    PubMed Central

    2014-01-01

    605 μm. The enamel thickness before and after the whole treatment decreased by about 125 μm. Conclusions This paper presents an automatic quantitative method for the assessment of tooth enamel thickness. This method has proven to be an effective diagnostic tool that allows evaluation of the surface and cross section of tooth enamel after orthodontic treatment with fixed thin-arched braces and proper selection of the methodology and course of treatment. PMID:24755213

  9. Spatial and Temporal Changes in Air Pollution Along the Gulf Coast Observed During BRACE: A Case Study of the Land-Sea Breeze

    NASA Astrophysics Data System (ADS)

    Wellman, D.; Luke, W.; Arnold, J.; Watson, T.; Gunter, L.

    2003-12-01

    NOAA's Air Resources Laboratory conducted airborne measurements of trace gases and aerosols in the Bay Region Atmospheric Chemistry Experiment (BRACE) using the NOAA Twin Otter. The Twin Otter flew more than 90 hours in 21 flights in and around the Tampa metropolitan region in May, 2002, at altitudes of 60-3000 m MSL. Flights were conducted over rural and suburban areas, over the centers of Tampa and St. Petersburg, and over Tampa Bay and the Gulf of Mexico. One objective of the aircraft flights was to investigate the role of the sea breeze circulation in determining patterns of nutrient deposition and pollutant loads in the Tampa Bay watershed. Results will be presented from a May 8 flight designed to investigate the effect of the sea breeze recirculation upon Tampa's air quality. The Twin Otter took off at 1425 UTC and after performing a spiral ascent over the Sydney ground site, proceeded to fly north, at 200 feet above mean sea level (MSL) just off the Gulf coast, west of St. Petersburg. Back trajectory analysis suggested the dominance of a northerly rotation in the sea breeze; thus, air sampled over the Gulf passed some hours earlier to the south of the Tampa metropolitan area, in an area largely devoid of major pollution sources, before being advected eastward in the afternoon return flow. Ozone levels in this air mass ranged from 40 to 50 ppbv. Farther north the Twin Otter encountered the advected urban plume from Tampa, displaced to the north by the combination of southeasterly sea breeze flow and westerly return flow, and tracked this plume inland. Ozone levels quickly jumped to 60 ppbv, and increased to as high as 90 ppbv as photochemical processing continued in the advected plume. Nitric acid levels, which approached 4 ppbv in the aged urban air at the coast, dropped rapidly to as low as 1 ppbv inland. A final flight leg to the east of downtown Tampa encountered fresh anthropogenic pollution from the afternoon rush hour; ozone was rapidly produced in the

  10. Lockable Knee Brace Speeds Rehabilitation

    NASA Technical Reports Server (NTRS)

    2008-01-01

    Marshall Space Flight Center develops key transportation and propulsion technologies for the Space Agency. The Center manages propulsion hardware and technologies of the space shuttle, develops the next generation of space transportation and propulsion systems, oversees science and hardware development for the International Space Station, manages projects and studies that will help pave the way back to the Moon, and handles a variety of associated scientific endeavors to benefit space exploration and improve life here on Earth. It is a large and diversified center, and home to a great wealth of design skill. Some of the same mechanical design skill that made its way into the plans for rocket engines and advanced propulsion at this Alabama-based NASA center also worked its way into the design of an orthotic knee joint that is changing the lives of people with weakened quadriceps.

  11. Parachute Ankle Brace Effectiveness Evaluation

    DTIC Science & Technology

    2010-05-01

    0.30 30 0.42 25 0.33 0.14 Forearm 5 0.06 37 0.08 6 0.08 11 0.14 0.27 Wrist 12 0.14 60 0.13 13 0.18 11 0.14 0.79 Other upper extremity 4 0.05 31 0.07 9...0.32 40 0.06 ɘ.0001 Other upper extremity 20 0 . 31 52 0.07 ɘ.0001 Forearm 14 0 .21 58 0.08 0.0007 Upper leg 10 0.1 5 59 0 .08 0.06 ... Abdomen 2 0...publie.llon _____ "N"/cA"-___________________ _ _________ _ _ _ 5 . MQI~~g nlme. 0110(.). ~I,on. coal : NIA &. An ~ro10c0~ ’OPO/1od ,ueorch "clrlormod

  12. Bracing for Blu-Ray

    ERIC Educational Resources Information Center

    Dick, Jeff T.

    2009-01-01

    It's been over a year since Blu-ray defeated HD-DVD in the battle of high-definition discs. Despite the economic crunch, Blu-ray is continuing to gain momentum in the consumer and library markets. It is seeing broader adoption owing to several factors. According to an April 2009 Harris Interactive poll, 12 percent of public libraries and 11…

  13. Schools Brace for Bhutanese Wave

    ERIC Educational Resources Information Center

    Zehr, Mary Ann

    2008-01-01

    American educators in cities such as Syracuse, NY, Burlington, VT, and St. Paul, MN, for reasons including civic culture, existing ethnic communities, availability of jobs, and the location of refugee-resettlement organizations, periodically receive waves of resettling immigrants. Officials in those communities have become adept at educating…

  14. In favour of the definition "adolescents with idiopathic scoliosis": juvenile and adolescent idiopathic scoliosis braced after ten years of age, do not show different end results. SOSORT award winner 2014

    PubMed Central

    2014-01-01

    Background The most important factor discriminating juvenile (JIS) from adolescent idiopathic scoliosis (AIS) is the risk of deformity progression. Brace treatment can change natural history, even when risk of progression is high. The aim of this study was to compare the end of growth results of JIS subjects, treated after 10 years of age, with final results of AIS. Methods Design: prospective observational controlled cohort study nested in a prospective database. Setting: outpatient tertiary referral clinic specialized in conservative treatment of spinal deformities. Inclusion criteria: idiopathic scoliosis; European Risser 0–2; 25 degrees to 45 degrees Cobb; start treatment age: 10 years or more, never treated before. Exclusion criteria: secondary scoliosis, neurological etiology, prior treatment for scoliosis (brace or surgery). Groups: 27 patients met the inclusion criteria for the AJIS, (Juvenile Idiopathic Scoliosis treated in adolescence), demonstrated by an x-ray before 10 year of age, and treatment start after 10 years of age. AIS group included 45 adolescents with a diagnostic x-ray made after the threshold of age 10 years. Results at the end of growth were analysed; the threshold of 5 Cobb degree to define worsened, improved and stabilized curves was considered. Statistics: Mean and SD were used for descriptive statistics of clinical and radiographic changes. Relative Risk of failure (RR), Chi-square and T-test of all data was calculated to find differences among the two groups. 95% Confidence Interval (CI) , and of radiographic changes have been calculated. Results We did not find any Cobb angle significant differences among groups at baseline and at the end of treatment. The only difference was in the number of patients progressed above 45 degrees, found in the JIS group. The RR of progression of AJIS was, 1.35 (IC95% 0.57-3.17) versus AIS, and it wasn't statistically significant in the AJIS group, in respect to AIS group (p = 0.5338). Conclusion

  15. [Polonia Medyczna: struktura, współczesność i przyszłość].

    PubMed

    Rudnicki, Marek

    It is estimated that approximately 20-25 000 polish physicians practice medicine in different countries outside of Poland, enriching medical workforces in their newly elected countries. The composition of this group, known as "Medical Polonia", has been changing from post Second World War emigration, resulting from the war and its political consequences, thru the next large wave of physicians leaving the communist country in 1980's. The last large group of Polish physicians has taken advantage of training opportunities or have started practices in the European Union, having departed Poland permanently or temporarily, after the country joined the European Union in 2004. The first organizations of Polish physicians outside of Poland were founded almost immediately after WWII in London, Chicago, New York, Paris, Lille, and later in Stockholm. Decades later, re-invigorated by their native country gaining independence after 1989, they organized the first World Congress of Medical Polonia in 1991 (in collaboration with physicians' organization from Poland). The World Federation of Polish Medical Organization Abroad was then established in 1994. Subsequently, many organizations joined the Federation, including several from newly liberated countries of former Soviet Union. The Federation of Polish Medical Organizations and its member societies actively promotes medical education, collaboration between polish doctors all over the world, and the exchange of ideas-sharing experiences with significant emphasis on the quality of care and patient safety.

  16. Reconfigurable, braced, three-dimensional DNA nanostructures.

    PubMed

    Goodman, Russell P; Heilemann, Mike; Doose, Sören; Erben, Christoph M; Kapanidis, Achillefs N; Turberfield, Andrew J

    2008-02-01

    DNA nanotechnology makes use of the exquisite self-recognition of DNA in order to build on a molecular scale. Although static structures may find applications in structural biology and computer science, many applications in nanomedicine and nanorobotics require the additional capacity for controlled three-dimensional movement. DNA architectures can span three dimensions and DNA devices are capable of movement, but active control of well-defined three-dimensional structures has not been achieved. We demonstrate the operation of reconfigurable DNA tetrahedra whose shapes change precisely and reversibly in response to specific molecular signals. Shape changes are confirmed by gel electrophoresis and by bulk and single-molecule Förster resonance energy transfer measurements. DNA tetrahedra are natural building blocks for three-dimensional construction; they may be synthesized rapidly with high yield of a single stereoisomer, and their triangulated architecture conveys structural stability. The introduction of shape-changing structural modules opens new avenues for the manipulation of matter on the nanometre scale.

  17. BAY REGION ATMOSPHERIC CHEMISTRY EXPERIMENT (BRACE)

    EPA Science Inventory

    The Tampa Bay Estuary Program (TBEP) was formed in 1991 to assist the community in developing a comprehensive plan to restore and protect Tampa Bay. The ecological indicator of the health of the Bay is the coverage of seagrasses, historically in decline, which are important to...

  18. Financial Structure of Mining Sector Companies During an Economic Slowdown /Struktura Finansowania Przedsiębiorstw W Sektorze Górniczym I Wydobywczym W Okresie Spowolnienia Gospodarczego

    NASA Astrophysics Data System (ADS)

    Sierpińska, Maria; Bąk, Patrycja

    2012-12-01

    The global economic crisis that started in 2007 in the area of finance, expanded over the subsequent years to the business sphere, and resulted in a drop of demand and production almost in any field of business activity. Access to foreign sources of finance, especially to loans, has become more difficult and expensive. In such circumstances, enterprises have had to resort more often to their own capital generated by the issue of shares, and to retained profit. Banks have limited their loans for business entities, reduced credit periods, and raised credit margins as well as their levels of collaterals. The McKinsey research into the changes that occur in the structures of sources of finance confirms that the share of equity capital in the structure of financing of non-financial enterprises has visibly grown, and their crediting scopes have been limited all over the European Union as well as in the euro zone. The global tendencies as regards directions of changes in the structure of the sources of corporate financing have also been reflected in Poland. The economic slowdown has resulted in changes in the structures of corporate financing. Mining companies have risen the shares of their equity capital in their general sources of financing. This tendency corresponds to the changes of structure of corporate financing in Poland and Europe. Enterprises have resorted to bank loans to a lesser degree than in times of better market situation. In mining, public companies have increased their crediting, while in private sector the tendency has been reverse. Enterprises tend to use more flexible debiting forms as compared to credits by way of issue of long-term corporate bonds. Mining companies have developed issue programs that are to be implemented over three-year periods. Before, only Katowicki Holding Węglowy [Katowice Mining Holding] had issued bonds. The present publication is an attempt at assessing the changes in the structure of corporate financing within the mining sector in the circumstances of economic slowdown. The changes have been assessed against the background of changes in the structure of financing of other business entities. Three problems have been identified and subjected to research. The first concerns the increasing share of equity capital in the structure of corporate financing in mining enterprises. The second issue concerns the scope of corporate crediting. And the third issue relates to the time structure of corporate debt. The said issues have been analysed in the conditions of economic slowdown

  19. Brace for the Next Threat to a Safe School Environment.

    ERIC Educational Resources Information Center

    Reecer, Marcia

    1988-01-01

    Outlines the environmental health hazard caused by radon gas percolating into buildings. Statistical data on school buildings tested for radon has found the levels low. Discusses how to test for the gas and effective ways to prevent buildup of the gas. Includes a sidebar describing radon. (MD)

  20. Anatomical reconstruction of the spring ligament complex: "internal brace" augmentation.

    PubMed

    Acevedo, Jorge; Vora, Anand

    2013-12-01

    The calcaneonavicular (spring) ligament complex is a critical static support of the medial arch of the foot. Compromise of this structure has been implicated as a primary causative factor of talar derotation leading to the clinical deformity of peritalar subluxation. Few procedures have been described to address this deficiency. The technique we describe here is a simple yet effective method to reconstruct the spring ligament complex that can easily be used in conjunction with other more commonly used procedures for extra-articular reconstructions of this deformity. We believe this procedure allows for a more powerful deformity correction and may decrease dependency on other nonanatomic reconstructive procedures.

  1. Texas Tech Uuniversity Measurements at BRACE Sydney Site, May 2002

    NASA Astrophysics Data System (ADS)

    Dasgupta, P. K.; Al-Horr, R. S.; Li, J.

    2003-12-01

    TTU measurements included semi-continuous monitoring of acid gases, gaseous ammonia and total soluble anionic constituents and ammonium in atmospheric particulate matter (with the 50 percent cut off in the collection/measurement system lying above 10 micron mass median aerodynamic diameter) with a 15 min time resolution and formaldehyde, hydrogen peroxide and methyl hydroperoxide measured with 10 min time resolution. Continuous measurements with response times of ~90 s were also made of Hydrogen Peroxide and Formaldehyde on the NOAA Twin Otter Aircraft. Measurements at the Sydney site were made from April 26 through May 31st. Data and findings related to the atmospheric composition of the Tampa Bay Airshed will be presented. The pattern of HCl, particulate nitrate and nitric acid concentrations strongly suggest that at least in part, HCl formation is related to nitrate formation. This postulated reaction of nitric acid on coarse sea salt particles constitutes a dominant pathway for nitrogen deposition. The appearance of gaseous HCl is inversely related to relative humidity; this may be expected as well. The sulfate/ammonium equivalent ratio in equivalents is almost always greater than unity during weekdays suggesting that sulfate is only partially neutralized by ammonium. However, on weekends the same ratio approaches unity. The acidic nature of the fine particles in addition to the abundance of coarse sea salt NaCl also explains the almost exclusive presence of nitrate in the coarse PM fraction. Finally representative patterns of gases and particles will also be presented along with occasional observation of plumes from coal power plants, which passed directly over the Sydney site.

  2. Review of the windpower activities at the Brace Research Institute

    NASA Technical Reports Server (NTRS)

    Lawand, T. A.

    1973-01-01

    A chronology of windpower studies at the experimental station on Barbados is presented that includes the various development activities on wheeling windmills whose power output is utilized through electrical and electronic systems. A list of institute publications on windpower is included.

  3. The systems Sr-Zn-{l_brace}Si,Ge{r_brace}: Phase equilibria and crystal structure of ternary phases

    SciTech Connect

    Romaka, V.V.; Falmbigl, M.; Grytsiv, A.; Rogl, P.

    2012-02-15

    Phase relations have been established by electron probe microanalysis (EPMA) and X-ray powder diffraction (XPD) for the Sr-poor part of the ternary systems Sr-Zn-Si at 800 Degree-Sign C and Sr-Zn-Ge at 700 Degree-Sign C. In the Sr-Zn-Si system one new ternary compound SrZn{sub 2+x}Si{sub 2-x} (0{<=}x{<=}0.45) with CeAl{sub 2}Ga{sub 2} structure and a statistical mixture of Zn/Si in the 4e site was found. Neither a type-I nor a type-IX clathrate phase was encountered. This system is characterized by formation of two further phases, i.e. SrZn{sub 1-x}Si{sub 1+x} with ZrBeSi-type (0.16{<=}x{<=}0.22) and SrZn{sub 1-x}Si{sub 1+x} with AlB{sub 2}-type (0.35{<=}x{<=}0.65) with a random distribution of Zn/Si atoms in the 2c site. For the Sr-Zn-Ge system, the homogeneity regions of the isotypic phases SrZn{sub 1-x}Ge{sub 1+x} with ZrBeSi-type (0{<=}x{<=}0.17) and AlB{sub 2}-type (0.32{<=}x{<=}0.56), respectively, have been determined. Whereas the germanide SrZn{sub 2+x}Ge{sub 2-x} (CeAl{sub 2}Ga{sub 2}-type) is characterized by a homogeneity region (0{<=}x{<=}0.5), the clathrate type-I phase Sr{sub 8}Zn{sub 8}Ge{sub 38} shows a point composition. - Graphical abstract: Phase equilibria of ternary compounds in the Sr-Zn-Si-system at 800 Degree-Sign C. Highlights: Black-Right-Pointing-Pointer Phase equilibria in the Sr-Zn-Si-system are established at 800 Degree-Sign C. Black-Right-Pointing-Pointer Phase equilibria in the Sr-Zn-Ge-system are established at 700 Degree-Sign C. Black-Right-Pointing-Pointer Crystal structures of the ternary compounds were confirmed by X-ray powder diffraction. Black-Right-Pointing-Pointer All ternary compounds except the clathrate-I in the Ge-system are characterized by a homogeneity region.

  4. High-Dose-Rate Intracavitary Brachytherapy Boost for Early T Stage Nasopharyngeal Carcinoma{l_brace}PRIVATE{r_brace}

    SciTech Connect

    Leung, T.-W. Wong, Victy Y.W.; Sze, W.-K.; Lui, Collin M.M.; Tung, Stewart Y.

    2008-02-01

    Purpose: To investigate any possible therapeutic gain from dose escalation with brachytherapy for early T stage nasopharyngeal carcinoma (NPC). Methods and Materials: One hundred forty-five patients with T1-2b N0-3 NPC were boosted with high-dose-rate intracavitary brachytherapy after completion of two-dimensional external radiotherapy (ERT) during the period from 1999 to 2003. To compare the efficacy of brachytherapy boost, another 142 patients with T1-2b N0-3 disease who were treated with ERT alone during 1994 to 1999 were evaluated. All patients were treated with ERT to a total dose of 66 Gy in 6.5 weeks. The brachytherapy boost group was given 10-12 Gy in 2 weekly fractions. Results: Dose escalation beyond 66 Gy with brachytherapy boost was shown to improve local control and survival. The 5-year actuarial local failure-free survival, regional failure-free survival, distant metastasis-free survival, progression-free survival, cancer-specific survival, and overall survival rates for the brachytherapy group and the control group were 95.8% and 88.3% (p = 0.020), 96% and 94.6% (p = 0.40), 95% and 83.2% (p = 0.0045), 89.2% and 74.8% (p = 0.0021), 94.5% and 83.4% (p = 0.0058), and 91.1% and 79.6% (p = 0.0062), respectively. The 5-year major-complication-free survival rate was 89.5% for the brachytherapy group and 85.6% for the control group (p = 0.23). Conclusions: For patients who are treated with two-dimensional treatment techniques, dose escalation with brachytherapy boost improves local control and overall survival of patients with T1-T2a and possibly non-bulky T2b disease.

  5. Synthesis ofN-(2-chloro-5-methylthiophenyl)-N'-(3-methyl-thiophenyl)-N'-[3H3]methylguanidine, l brace [3H3]CNS-5161 r brace

    SciTech Connect

    Gibbs, Andrew R.; Morimoto, Hiromi; VanBrocklin, Henry F.; Williams, Philip G.; Biegon, Anat

    2001-09-28

    The preparation of the title compound, [{sup 3}H{sub 3}]CNS-5161, was accomplished in three steps starting with the production of [{sup 3}H{sub 3}]iodomethane (CT{sub 3}I). The intermediate N-[{sup 3}H{sub 3}]methyl-3-(thiomethylphenyl)cyanamide was prepared in 77% yield by the addition of CT{sub 3}I to 3-(thiomethylphenyl)cyanamide, previously treated with sodium hydride. Reaction of this tritiated intermediate with 2-chloro-5-thiomethylaniline hydrochloride formed the guanidine compound [{sup 3}H{sub 3}]CNS-5161. Purification by HPLC gave the desired labeled product in an overall yield of 9% with greater than 96% radiochemical purity and a final specific activity of 66 Ci mmol{sup -1}.

  6. Crystal chemistry of the G-phases in the {l_brace}Ti, Zr, Hf{r_brace}-Ni-Si systems

    SciTech Connect

    Grytsiv, A.; Chen Xingqiu; Rogl, P. Podloucky, R.; Schmidt, H.; Giester, G.; Pomjakushin, V.

    2007-02-15

    Ternary compounds M{sub 6}Ni{sub 16}Si{sub 7} (M=Ti, Zr, Hf) have been investigated by X-ray powder/single crystal and neutron powder diffraction. Compounds with Zr and Hf crystallize in the ordered Th{sub 6}Mn{sub 23} type (Mg{sub 6}Cu{sub 16}Si{sub 7}-type, space group Fm3-bar m), whereas Ti{sub 6}Ni{sub 16.7}Si{sub 7} contains an additional Ni atom partially occupying the 24e site (M2 site, x=0.4637,0,0; occ.=0.119) inside a Ti octahedron; Ti atoms occupy a split position. Ti{sub 6}Ni{sub 16.7}Si{sub 7} represents a new variant of the filled Th{sub 6}Mn{sub 23} type structure. Ab initio calculations confirm the structural difference: additional Ni atoms favour the 24e site for Ti{sub 6}Ni{sub 16.7}Si{sub 7}, however, for the Zr and Hf-based compounds the unoccupied site renders an energetically lower ground state. Enthalpies of formation of Ti{sub 6}Ni{sub 17}Si{sub 7}, Zr{sub 6}Ni{sub 16}Si{sub 7}, and Hf{sub 6}Ni{sub 16}Si{sub 7} were calculated to be -68.65, -74.78, and -78.59kJ/(mol of atoms), respectively.

  7. Bracing the Infantry’s Backbone for 21st Century Operations

    DTIC Science & Technology

    2010-04-27

    flagpole" than their predecessors could have imagined possible. Likewise, tomorrow’s Marines will increasingly operate without the benefit of...and 2009 without the benefit of a helicopter assault due to the school’s low plioritization for aircraft sorties. ISLC lacks computers for the students... porn /Democraphics%20Update.pdf (accessed 1 February 2010) 17 U.S. Marine Corps, 񓟺 Report to Congress on the Marine Corps." 2010. http://www

  8. Comparative study of dental enamel loss after debonding braces by analytical scanning electron microscopy (SEM).

    PubMed

    Rodríguez-Chávez, Jacqueline Adelina; Arenas-Alatorre, Jesús; Belio-Reyes, Irma Araceli

    2017-02-05

    Clinical procedures when shear forces are applied to brackets suggest adhesion forces between 2.8 and 10.0 MPa as appropriate. In this study dental enamel was evaluated by scanning electron microscopy (SEM) before and after removing the brackets. Thirty bicuspids (previous prophylaxis) with metallic brackets (Roth Inovation 0.022 GAC), Transbond Plus SEP 3M Unitek adhesive and Transbond XT 3M resin were used. The samples were preserved to 37°C during 24 hr and submited to tangential forces with the Instron Universal machine 1.0 mm/min speed load strength resistance debonding. Also the Adhesive Remanent Index (ARI) test was made, evaluating the bracket base and the bicuspid surface. All the bracket SEM images were processed with AutoCAD to determine the enamel detached area. The average value was 6.86 MPa (SD ± 3.2 MPa). ARI value 1= 63.3%, value 2= 20%, value 3= 13.3% and 33% presented value 0. All those samples with dental enamel loss, presented different situations as fractures, ledges, horizontal, and vertical loss in some cases, and some scratch lines. There is no association between the debonding resistance and enamel presence. Less than half of the remanent adhesive on the dental enamel was present in most of the samples when the ARI test was applied. When the resin area increases, the debonding resistance also increases, and when the enamel loss increases, the resin free metallic area of the bracket base decreases in the debonding.

  9. Laboratory Testing of Internal Bracing Systems for a Lightweight Relocatable Structure.

    DTIC Science & Technology

    1986-07-01

    ArmNy Eninery Distict Infrastructure Branch, LANDA .. % - ~ ~~~~~~US Army engineer Divisions H ~rCH018 -.-. "" ~~~~~~~ATTN; Library (14) AT:EJ47Le

  10. Colleges Press New Ideas as They Brace for Bumpy State-Budget Sessions

    ERIC Educational Resources Information Center

    Kelderman, Eric

    2009-01-01

    Nearly every state is projecting a revenue shortfall for both the current budget year and the next fiscal year, and few public-college officials expect to dodge the budget ax. But some higher-education leaders and state policy makers see the bleak economic outlook as an opportunity to press for broad changes in college policy and operations that…

  11. Risk Factors for Parachute Injuries and Airborne Student Observations on the Parachute Ankle Brace

    DTIC Science & Technology

    2007-10-03

    1684 272 86.1 13.9 Type of Injury Stress Fracture Tendonitis Arthritis Bursitis Fasciitis Pinched Nerve Strain Sprain Pain Shin...StressFracture Tendonitis Arthritis Bursitis Fasciitis Pinched Nerve Strain Sprain Shin Splints Abrasion/Cut Pain (unknown cause) Concussion...b. Side of body injured: Right Left Not Applicable c. Injury type: StressFracture Tendonitis Arthritis Bursitis Fasciitis Pinched

  12. Numerical Evaluation Of Shape Memory Alloy Recentering Braces In Reinforced Concrete Buildings Subjected To Seismic Loading

    NASA Astrophysics Data System (ADS)

    Charles, Winsbert Curt

    Seismic protective techniques utilizing specialized energy dissipation devices within the lateral resisting frames have been successfully used to limit inelastic deformation in reinforced concrete buildings by increasing damping and/or altering the stiffness of these structures. However, there is a need to investigate and develop systems with self-centering capabilities; systems that are able to assist in returning a structure to its original position after an earthquake. In this project, the efficacy of a shape memory alloy (SMA) based device, as a structural recentering device is evaluated through numerical analysis using the OpenSees framework. OpenSees is a software framework for simulating the seismic response of structural and geotechnical systems. OpenSees has been developed as the computational platform for research in performance-based earthquake engineering at the Pacific Earthquake Engineering Research Center (PEER). A non-ductile reinforced concrete building, which is modelled using OpenSees and verified with available experimental data is used for the analysis in this study. The model is fitted with Tension/Compression (TC) SMA devices. The performance of the SMA recentering device is evaluated for a set of near-field and far-field ground motions. Critical performance measures of the analysis include residual displacements, interstory drift and acceleration (horizontal and vertical) for different types of ground motions. The results show that the TC device's performance is unaffected by the type of ground motion. The analysis also shows that the inclusion of the device in the lateral force resisting system of the building resulted in a 50% decrease in peak horizontal displacement, and inter-story drift elimination of residual deformations, acceleration was increased up to 110%.

  13. Effect of bracing or surgical treatments on balance control in idiopathic scoliosis: three case studies

    PubMed Central

    Pialasse, Jean-Philippe; Simoneau, Martin

    2014-01-01

    Scoliosis is the most frequent spinal deformity among adolescents. In 80 % of cases, it is defined as idiopathic as no individual cause has been identified. However, several factors linked to Adolescent Idiopathic Scoliosis (AIS) have been identified and are under investigation. One of these factors is neurological dysfunction. Increase in body sway has been observed either during or following sensory manipulation in AIS patients. It is believed that impairment in sensory processing could be related to scoliosis onset. Impairment in sensory processing could induce a body schema distortion. The aim of this case series was to evaluate if conventional orthopaedic treatments could improve balance control thus implying a better body representation. Although, no strong conclusion can be drawn from a case series, results suggest that alteration in body representation should be investigated in future studies. PMID:24932017

  14. Partitioning of solutes between liquid water and steam in the system {l_brace}Na-NH{sub 4}-NH{sub 3}-H-Cl{r_brace} to 350{degree}C

    SciTech Connect

    Simonson, J.M.; Palmer, D.A.

    1994-12-31

    Measurements have been made of the partitioning of solutes between liquid and vapor phases for hydrochloric acid and chloride salts found in both power plant steam cycles and in natural geothermal systems. Static sampling of equilibrium liquid and vapor phases extended from 350 C to the lowest temperatures for which reliable analytical determinations of vapor-phase solute concentrations could be made. Equilibrium constants for the partitioning of the various solutes were calculated from the measured equilibrium compositions, and represented as functions of temperature and solvent density over the full temperature range investigated. These equilibrium constants can be used to calculate equilibrium compositions of coexisting liquid and vapor phases under conditions ranging from steam production from saline geothermal brines to early-condensate formation in all-volatile treatment steam cycles.

  15. The crystal structure of calcium aqua{l_brace}ethylenediaminetetraacetato(3-){r_brace}nickelate(II) tetrahydrate, Ca[Ni(HEdta)(H{sub 2}O)]{sub 2}.4H{sub 2}O

    SciTech Connect

    Antsyshkina, A. S. Sadikov, G. G.; Poznyak, A. L.; Sergienko, V. S.

    2010-01-15

    The crystal structure of Ca[Ni(HEdta)(H{sub 2}O)]{sub 2} . 4H{sub 2}O (HEdta{sup 3-}is a protonated anion of ethylenediaminetetraacetic acid) is determined. The unit-cell parameters are as follows: a = 7.706(1), b = 14.923(9), and c = 26.570(5) A; V = 3055.6(2.4) A{sup 3}; Z = 8; and space group Pbcn. Crystals are shaped as tetragonal prisms and colored green, which is not characteristic of this class of compounds. The structure is built of Ca{sup 2+} cations, octahedral [Ni(HEdta)(H{sub 2}O)]{sup -} complex anions, and crystallization water molecules. In the complex anion, one of the acetate branches is free of coordination, whereas the remaining three branches coordinate the central atom forming glycinate metallocycles. The structure is based on sandwich layers, which are formed by networks of flat tetragonal Ca[Ni(HEdta)(H{sub 2}O)]{sub 4}(H{sub 2}O){sub 2} fragments adjoining one another by vertices.

  16. An Atomistic Modeling Study of Alloying Element Impurity Element, and Transmutation Products on the cohesion of A Nickel E5 {l_brace}001{r_brace} Twist Grain Boundary

    SciTech Connect

    G.A. Young Jr.; R. Najafabadi; W. Strohmayer; D.G. Baldrey; B. Hamm; J. Harris; J. Sticht; E. Wimmer

    2003-06-16

    Atomistic modeling methods were employed to investigate the effects of impurity elements on the metallurgy, irradiation embrittlement, and environmentally assisted cracking of nickel-base alloys exposed to nuclear environments. Calculations were performed via ab initio atomistic modeling methods to ensure the accuracy and reliability of the results. A Griffith-type fracture criterion was used to quantitatively assess the effect of elements or element pairs on the grain boundary cohesive strength. In order of most embrittling to most strengthening, the elements are ranked as: He, Li, S, H, C, Zr, P, Fe, Mn, Nb, Cr, and B. Helium is strongly embrittling (-2.04 eV/atom lowering of the Griffith energy), phosphorus has little effect on the grain boundary (0.1 eV/atom), and boron offers appreciable strengthening (1.03 eV/atom increase in the Griffith energy). Calculations for pairs of elements (H-Li, H-B, H-C, H-P, and H-S) show little interaction on the grain boundary cohesive energy, so that for the conditions studied, linear superposition of elemental effects is a good approximation. These calculations help explain metallurgical effects (e.g. why boron can strengthen grain boundaries), irradiation embrittlement (e.g. how boron transmutation results in grain boundary embrittlement), as well as how grain boundary impurity elements can affect environmentally assisted cracking (i.e. low temperature crack propagation and stress corrosion cracking) of nickel-base alloys.

  17. X-Ray diffraction and vibrational spectroscopic study of 2-chloro-N-{l_brace}4-[3-(2,5-dimethylphenyl)-3-methylcyclobutyl] -thiazol-2-yl{r_brace}-acetamide

    SciTech Connect

    Caliskan, Nezihe Guentepe, Feyizan; Yueksektepe, Cigdem; Cukurovali, Alaaddin; Bueyuekguengoer, Orhan

    2010-12-15

    The title compound C{sub 18}H{sub 21}ClN{sub 2}SO crystallizes with Z = 4 in space group P2{sub 1}/c. The structure of the title compound was characterized by {sup 1}H-NMR, {sup 13}C-NMR, IR and single crystal diffraction. There are an intermolecular N-H-O hydrogen bond and a C-H-{pi} interactions in crystal packing. In addition to the molecular geometry and packing obtained from X-ray experiment, the molecular geometry and vibrational frequencies of the title compound in ground state have been calculated using density functional theory method DFT (B3LYP) with 6-31G (d, p) basis set. Calculated frequencies, bond lengths, angles and dihedral angles are in good agreement with the corresponding experimental data.

  18. States of emergency. As fiscal challenges increasingly overwhelm their budgets, states brace for the Bush administration's Medicaid plan.

    PubMed

    Becker, Cinda

    2005-02-07

    With a host of other expensive issues leading President Bush's agenda, officials fear Medicaid could suffer some hard blows. States are already carving out efficiencies, even as enrollment swells. New HHS Secretary Mike Leavitt, left, last week said he saw an opportunity to revamp coverage for some Medicaid recipients. "Wouldn't it be better to give Chevys to everyone, rather than Cadillacs to a few?" he asked.

  19. Assessing performance, stability, and cleat comfort/support in collegiate club soccer players using prophylactic ankle taping and bracing.

    PubMed

    Stryker, Sean M; Di Trani, Andrea M; Swanik, Charles Buz; Glutting, Joseph J; Kaminski, Thomas W

    2016-01-01

    Soccer athletes at all levels of play are keenly aware of their equipment needs including cleat wear, and want to be protected from injury but without impeding on-field performance. Ankle injury is a common disorder that is prevalent in the sport of soccer and recent improvements in ankle prophylaxis interventions have proven effective. The aim of this study was to determine if the use of elastic taping or a neoprene sleeve alters performance, stability, and cleat comfort/support in soccer players compared to wearing a soccer cleat without any external support. Twenty male collegiate club soccer players were recruited and randomly assigned to the three conditions (untaped control, taped, neoprene sleeve). Performance testing and comfort/support assessment for each condition took place in one on-field test session, while stability testing was completed during a separate laboratory session. The only significant finding was improved inversion/eversion stability in both the tape and sleeve conditions as compared to the cleated condition. The addition of tape or a sleeve did not have an adverse effect on performance or comfort during functional and stability testing, and should therefore be considered as a method to decrease ankle injuries in soccer athletes as external supports provide increased stability in inversion/eversion range of motion.

  20. Key findings from HSC's 2010 site visits: health care markets weather economic downturn, brace for health reform.

    PubMed

    Felland, Laurie E; Grossman, Joy M; Tu, Ha T

    2011-05-01

    Lingering fallout--loss of jobs and employer coverage--from the great recession slowed demand for health care services but did little to slow aggressive competition by dominant hospital systems for well-insured patients, according to key findings from the Center for Studying Health System Change's (HSC) 2010 site visits to 12 nationally representative metropolitan communities. Hospitals with significant market clout continued to command high payment rate increases from private insurers, and tighter hospital-physician alignment heightened concerns about growing provider market power. High and rising premiums led to increasing employer adoption of consumer-driven health plans and continued increases in patient cost sharing, but the broader movement to educate and engage consumers in care decisions did not keep pace. State and local budget deficits led to some funding cuts for safety net providers, but an influx of federal stimulus funds increased support to community health centers and shored up Medicaid programs, allowing many people who lost private insurance because of job losses to remain covered. Hospitals, physicians and insurers generally viewed health reform coverage expansions favorably, but all worried about protecting revenues as reform requirements phase in.

  1. A simple bracing technique to correct kinking of arterial branches to avoid ischemic sequelae during neurovascular surgery

    PubMed Central

    Motoyama, Yasushi; Tanaka, Yoshitaka; Gurung, Pritam; Nakagawa, Ichiro; Park, Young-Soo; Nakase, Hiroyuki

    2016-01-01

    Background: During microscopic procedures for neurovascular disease, we sometimes encounter kinking of arterial branches resulting in ischemic sequelae. A simple and useful technique that involves inserting a small, ball-like prosthesis made of oxidized cellulose or shredded Teflon with fibrin glue that corrects the arterial branch kinking and avoids subsequent compromise is reported. Methods: Between January and December 2014, three patients developed arterial kinking during microscopic procedures, including two in the caudal loop of the posterior inferior cerebellar artery during microvascular decompression for glossopharyngeal neuralgia and one in a branch of the middle cerebral artery (MCA) during clipping for an unruptured MCA aneurysm. Blood flow insufficiency was confirmed by microvascular Doppler ultrasonography (MDU) and indocyanine green (ICG) videoangiography. The prosthesis, which was made of shredded Teflon in two cases and oxidized cellulose in one case, was inserted into the crotch of the kinked arteries to correct the kinking of the arteries and restore the proper vascular shape and normal blood flow. Results: The small, ball-shaped prosthesis corrected the kinked arteries and maintained the proper shape, which was confirmed by ICG videoangiography and MDU during the operation and three-dimensional computerized tomography angiography postoperatively. Postoperatively, the patients did not manifest any ischemic sequelae related to the kinked arteries. Conclusion: The insertion of prostheses with fibrin glue into the crotch of a kinked artery for repair is considered a simple and useful method for correcting a kinked artery that avoids ischemic sequelae. PMID:26862447

  2. Physical exercises in the treatment of idiopathic scoliosis at risk of brace treatment – SOSORT consensus paper 2005

    PubMed Central

    Weiss, Hans-Rudolf; Negrini, Stefano; Hawes, Martha C; Rigo, Manuel; Kotwicki, Tomasz; Grivas, Theodoros B; Maruyama, Toru

    2006-01-01

    Background Based on a recognized need for research to examine the premise that nonsurgical approaches can be used effectively to treat signs and symptoms of scoliosis, a scientific society on scoliosis orthopaedic and rehabilitation treatment (SOSORT) was established in Barcelona in 2004. SOSORT has a primary goal of implementing multidisciplinary research to develop quantitative, objective data to address the role of conservative therapies in the treatment of scoliosis. This international working group of clinicians and scientists specializing in treatment of scoliosis met in Milan, Italy in January 2005. Methods As a baseline for developing a consensus for language and goals for proposed multicenter clinical studies, we developed questionnaires to examine current beliefs, before and after the meeting, regarding (1) the aims of physical exercises; (2) standards of treatment; and (3) the impact of such treatment performed by specialists in the field. Results The responses to the questionnaires show that, in principle, specialists in scoliosis physiotherapy do not disagree and that several features can be regarded, currently, as standard features in the rehabilitation of scoliosis patients. These features include autocorrection in 3D, training in ADL, stabilizing the corrected posture, and patient education. PMID:16759360

  3. Retrofit Strengthening of a Seismically Inadequate Reinforced Concrete Frame Using Pre-Stressed Cable Bracing Systems and Beam Alteration

    DTIC Science & Technology

    1991-01-01

    unbraced subassemblage is shown in Fig. 4.6. In scheme 1 the top layer of negative reinforcement is cut (two #6 bars). The beam moment capacity is reduced...if all primary positive and negative reinforcement is severed. As a result, it is possible to weaken the beams sufficiently to ensure that plastic...at a drift of about 0.3%. The brittleness of the column is improved as well from q - 0.56 to 0.60. In scheme 2 the first layer of negative

  4. Norfolk Southern boxcar blocking/bracing plan for the mixed waste disposal initiative project. Environmental Restoration Program

    SciTech Connect

    Seigler, R.S.

    1994-01-01

    The US Department of Energy`s (DOE) Environmental Restoration and Waste Management programs will dispose of mixed waste no longer deemed useful. This project is one of the initial activities used to help meet this goal. The project will transport the {approximately}46,000 drums of existing stabilized mixed waste located at the Oak Ridge K-25 Site and presently stored in the K-31 and K-33 buildings to an off-site commercially licensed and permitted mixed waste disposal facility. Shipping and disposal of all {approximately}46,000 pond waste drums ({approximately}1,000,000 ft{sup 3} or 55,000 tons) is scheduled to occur over a period of {approximately}5--10 years. The first shipment of stabilized pond waste should transpire some time during the second quarter of FY 1994. Martin Marietta Energy Systems, Inc., proposes to line each of the Norfolk Southem boxcars with a prefabricated, white, 15-mm low-density polyethylene (LDPE) liner material. To avoid damaging the bottom of the polyethylene floor liner, a minimum .5 in. plywood will be nailed to the boxcars` nailable metal floor. At the end of the Mixed Waste Disposal Initiative (MWDI) Project workers at the Envirocare facility will dismantle and dispose of all the polyethylene liner and plywood materials. Envirocare of Utah, Inc., located in Clive, Utah, will perform a health physic survey and chemically and radiologically decontaminate, if necessary, each of the rail boxcars prior to them being released back to Energy Systems. Energy Systems will also perform a health physic survey and chemically and radiologically decontaminate, if necessary, each of the rail boxcars prior to them being released back to Norfolk Southem Railroad.

  5. The creation of the artificial RING finger from the cross-brace zinc finger by {alpha}-helical region substitution

    SciTech Connect

    Miyamoto, Kazuhide; Togiya, Kayo

    2010-04-16

    The creation of the artificial RING finger as ubiquitin-ligating enzyme (E3) has been demonstrated. In this study, by the {alpha}-helical region substitution between the EL5 RING finger and the Williams-Beuren syndrome transcription factor (WSTF) PHD finger, the artificial E3 (WSTF PHD{sub R}ING finger) was newly created. The experiments of the chemical modification of residues Cys and the circular dichroism spectra revealed that the WSTF PHD{sub R}ING finger binds two zinc atoms and adopts the zinc-dependent ordered-structure. In the substrate-independent ubiquitination assay, the WSTF PHD{sub R}ING finger functions as E3 and was poly- or mono-ubiquitinated. The present strategy is very simple and convenient, and consequently it might be widely applicable to the creation of various artificial E3 RING fingers with the specific ubiquitin-conjugating enzyme (E2)-binding capability.

  6. 4. VIEW WEST, WEST SIDE, SHOWING CHANNELS 1ST AND 2ND ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    4. VIEW WEST, WEST SIDE, SHOWING CHANNELS 1ST AND 2ND VERTICAL BRACED DOUBLE ANGLES, DIAGONAL BRACING AND CROSS BRACED RAILING - Thirty-Sixth Street Bridge, Spanning Rabbit River, Hamilton, Allegan County, MI

  7. Bulk Nanolayered Composites: Interfacial Influence on Microstructural Evolution at Large Plastic Strains

    SciTech Connect

    Mara, Nathan A.; Carpenter, John S.; Han, Weizhong; Zheng, Shijian; McCabe, Rodney J.; Wang, Jian; Beyerlein, Irene J.

    2012-07-31

    Conclusions are: (1) As-processed ARB material has similar morphology, chemistry as PVD, but different interfacial structure; (2) Density of interfaces AND interfacial structure play a role in determining hardness, an example is twinning in Cu at the {l_brace}112{r_brace}Cu//{l_brace}112{r_brace}Nb interface and higher strength, no twinning in Cu in the {l_brace}111{r_brace}Cu//{l_brace}110{r_brace}Nb interface; and (3) Need to understand effects of processing history to predict the effects on the interfaces we produce - Amount of strain, Strain Path, Annealing.

  8. Expedient Repair of Structural Facilities

    DTIC Science & Technology

    1992-05-01

    with heavily damaged walls , must be strengthened laterally by the use of braces . Compression braces can be formed by diagonal steel or wood elements...General Considerations ...... ............ 54 b. Lateral Support of Walls ................. 56 c. Frame Bracing ........ ................ 56 3...External Load Bearing Wall by Continuous Ties to End Walls ......... ................. ... 59 34 Compressive Braces

  9. Atomistic simulation of the differences between calcite and dolomite surfaces

    SciTech Connect

    Titiloye, J.O.; Leeuw, N.H. de; Parker, S.C.

    1998-08-01

    Atomistic simulation methods have been used to calculate and compare the surface structures and energies of the {l_brace}10{bar 1}4{r_brace}, {l_brace}0001{r_brace}, {l_brace}10{bar 1}0{r_brace}, {l_brace}11{bar 2}0{r_brace} and {l_brace}10{bar 1}1{r_brace} surfaces of calcite and dolomite and to evaluate their equilibrium morphologies. The calcite {l_brace}10{bar 1}4{r_brace} and the dolomite {l_brace}10{bar 1}0{r_brace} and {l_brace}11{bar 2}0{r_brace} surfaces are the most stable crystal planes. Investigation of the segregation of Mg and Ca ions in the dolomite crystal shows a clear preference for Ca{sup 2+} ions at the surface sites and for Mg{sup 2+} ions in the bulk sites and hence growth onto dolomite results in calcium carbonate or high magnesian calcite crystals which helps explain the difficulty in crystallizing dolomite vs. calcite under laboratory conditions.

  10. Some Investigations of the General Instability of Stiffened Metal Cylinders II : Preliminary Tests of Wire-braced Specimens and Theoretical Studies

    NASA Technical Reports Server (NTRS)

    1943-01-01

    This is the second of a series of reports covering an investigation of the general instability problem by the California Institute of Technology. The first five reports of this series cover investigations of the general instability problem under the loading conditions of pure bending and were prepared under the sponsorship of the Civil Aeronautics Administration. The succeeding reports of this series cover the work done on other loading conditions under the sponsorship of the National Advisory Committee for Aeronautics.

  11. Medicare madness. Debate over the recently passed reform law is showing no sign of subsiding as wary providers brace for budget-busting backlash.

    PubMed

    Tieman, Jeff

    2004-03-29

    In the 16 weeks since the signing of Medicare reform, the firestorm surrounding the law has only grown. In the wake of the Medicare trustees' report that the trust fund will go broke sooner than predicted and testimony by CMS Chief Actuary Richard Foster, left, on how he was muzzled from giving Congress the bill's real cost, providers are wondering if reimbursement cuts are lurking in their future.

  12. Synthesis, structure and luminescent property of a new hybrid solid based on Keggin anions and silver-organonitrogen fragments

    SciTech Connect

    Lue Jian; Xiao Fuxian; Shi Linxi; Cao Rong

    2008-02-15

    A new hybrid solid, {l_brace}Ag(phen){sub 2}{r_brace}{sub 2}{l_brace}[Ag(phen)]{sub 2}[PMo{sub 12}O{sub 40}]{r_brace} (phen=1,10-phenanthroline) 1, constructed from one-electron-reduced mono-supported {alpha}-Keggin polyanions and silver-phenanthroline fragments via either covalent bonds or supramolecular interactions, is described. In the structure of 1, mono-supported {l_brace}Ag(phen)[PMo{sub 12}O{sub 40}]{r_brace}{sup 3-} polyanions are connected by {l_brace}Ag(phen){r_brace}{sup +} linking fragments to form a hybrid chain structure with engrafted phen ligands. {l_brace}Ag(phen){sub 2}{r_brace}{sup +} counter-cations occur in pairs trapping in strong inter-chain {pi}-{pi} stacking to form a three-dimensional supramolecular framework. Luminescent investigation of the compound indicates that 1 displays fascinating orange luminescent property at ambient temperature. - Graphical abstract: A novel hybrid solid, {l_brace}Ag(phen){sub 2}{r_brace}{sub 2}{l_brace}[Ag(phen)]{sub 2}[PMo{sub 12}O{sub 40}]{r_brace} (phen=1,10-phenanthroline) 1, is reported. In the structure of 1, {l_brace}Ag(phen)[PMo{sub 12}O{sub 40}]{r_brace}{sup 3-} polyanions are connected by {l_brace}Ag(phen){r_brace}{sup +} fragments to form a hybrid chain structure. {l_brace}Ag(phen){sub 2}{r_brace}{sup +} counter-cations are involved in inter-chain {pi}-{pi} stacking to form a three-dimensional supramolecular framework. Luminescent investigation of 1 indicates that 1 displays fascinating orange luminescent property at ambient temperature.

  13. Dynamic exchange between the covalent and dative metal-metal bonded isomers of the heterodinuclear complex (NiPd(CNMe) sub 3 (dppm) sub 2 )(PF sub 6 ) sub 2 by sup 31 P l brace sup 1 H r brace NOESY

    SciTech Connect

    Ni, Jinfeng; Kubiak, C.P. )

    1990-10-17

    The first quantitative dynamic study by {sup 31}P({sup 1}H) Nuclear Overhauser enhancement spectroscopy (NOESY) is described herein. The exchange between a pair of isomers of the complex (NiPd(CNMe){sub 3}(dppm){sub 2})(PF{sub 6}){sub 2} that differ in their mode of metal-metal bonding has been measured. The {sup 31}P({sup 1}H) NOSEY for this complex is ascribed to the relatively slow interconversion between the covalent and dative Ni-Pd bonded isomers. 13 refs., 2 figs., 2 tabs.

  14. 6. VIEW LOOKING WEST FROM BRIDGE DECK, SHOWING TOP LATERAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. VIEW LOOKING WEST FROM BRIDGE DECK, SHOWING TOP LATERAL BRACING, MAIN TIE AND COUNTERS, SWAY STRUTS AND BRACING, AND INTERMEDIATE POSTS - Hart County Bridge, State Route 181, spanning Savannah River, Hartwell, Hart County, GA

  15. Detail of old rain shed (Building No. 43) showing vertical ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail of old rain shed (Building No. 43) showing vertical posts on concrete footing with diagonal timber bracing and wire bracing. - Hawaii Volcanoes National Park Water Collection System, Hawaii Volcanoes National Park, Volcano, Hawaii County, HI

  16. Locking Corners Speed Solar-Array Frame Assembly

    NASA Technical Reports Server (NTRS)

    Olah, S.; Sampson, W. J.

    1984-01-01

    Mitered corners of solar-array frames joined together by single angle brace and two springs. Locking corner braces and mating frame members pushed together by hand or assembled automatically. Fastening system used to assemble window screens and picture frames.

  17. 48 CFR 652.242-72 - Shipping Instructions.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... dimensions of lumber for struts, frame members, and single diagonal braces Up to 45 kg 19.05 × 57.15mm 46 to... braced inside the shipping container to prevent the articles from shifting. (c) Packing cases...

  18. 3. 3/4 VIEW, LOOKING NORTHEAST, SHOWING SOUTH TRUSS ELEVATION, OUTRIGGER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. 3/4 VIEW, LOOKING NORTHEAST, SHOWING SOUTH TRUSS ELEVATION, OUTRIGGER SWAY BRACE AT CENTER SPAN, FLOOR BEAM AND STRINGER SYSTEM, AND LATERAL BRACING - Achmun Creek Bridge, Spanning Achmun Creek at County Road 222, Ola, Yell County, AR

  19. 9. DETAIL VIEW OF PIN CONNECTION, SHOWING INCLINED END POSTS, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. DETAIL VIEW OF PIN CONNECTION, SHOWING INCLINED END POSTS, PORTAL BRACING, HIP VERTICALS, LATTICE BRACING AND EYEBARS, LOOKING NORTHEAST - Nepesta Bridge, Spanning Arkansas River on County Road 613, Boone, Pueblo County, CO

  20. 8. DETAIL VIEW OF NORTHEAST WEB AND TOP CHORD, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. DETAIL VIEW OF NORTHEAST WEB AND TOP CHORD, SHOWING LATERAL BRACING, STRUTS, HIP VERTICALS, LATTICE BRACING AND EYEBARS, LOOKING NORTH - Nepesta Bridge, Spanning Arkansas River on County Road 613, Boone, Pueblo County, CO

  1. 11. VIEW OF PIN CONNECTION, SOUTH WEB, SHOWING TOP CHORD, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    11. VIEW OF PIN CONNECTION, SOUTH WEB, SHOWING TOP CHORD, LATTICE BRACING, HIP VERTICAL, EYEBARS, TOP LATERAL BRACING, AND STRUTS, LOOKING SOUTH - Four Mile Bridge, Spanning Elk River on County Road 42, Steamboat Springs, Routt County, CO

  2. Intoeing

    MedlinePlus

    ... A strong curve can cause problems with fitting shoes, which is the main reason for using casts or braces.Internal tibial torsionBraces and special shoes are not very helpful. One treatment that has ...

  3. Residual stress relief due to fatigue in tetragonal lead zirconate titanate ceramics

    SciTech Connect

    Hall, D. A.; Mori, T.; Comyn, T. P.; Ringgaard, E.; Wright, J. P.

    2013-07-14

    High energy synchrotron XRD was employed to determine the lattice strain {epsilon}{l_brace}111{r_brace}and diffraction peak intensity ratio R{l_brace}200{r_brace}in tetragonal PZT ceramics, both in the virgin poled state and after a bipolar fatigue experiment. It was shown that the occurrence of microstructural damage during fatigue was accompanied by a reduction in the gradient of the {epsilon}{l_brace}111{r_brace}-cos{sup 2} {psi} plot, indicating a reduction in the level of residual stress due to poling. In contrast, the fraction of oriented 90 Degree-Sign ferroelectric domains, quantified in terms of R{l_brace}200{r_brace}, was not affected significantly by fatigue. The change in residual stress due to fatigue is interpreted in terms of a change in the average elastic stiffness of the polycrystalline matrix due to the presence of inter-granular microcracks.

  4. ALCHEMI of niobium dichrome/vanadium C15 Laves phase

    SciTech Connect

    Kotula, P.G.; Chu, Fuming; Mitchell, T.E.; Anderson, I.M.; Bentley, J.

    1996-05-01

    33Nb42Cr25V was prepared by arc melting and annealing at 1400 C for 120 hr. Energy-dispersive x-ray spectra were collected over a range of {l_brace}400{l_brace} excitations between symmetry and beyond {l_brace}12 0 0{l_brace}. Results show that at least qualitatively V substitutes for Cr. Therefore, electronic effects must be more important than size effects in this case.

  5. Flux avalanches in superconducting films with periodic arrays of holes.

    SciTech Connect

    Vlasko-Vlasov, V.; Welp, U.; Metlushko, V.; Crabtree, G. W.; Materials Science Division; Inst. of Solid State Physics RAS

    2000-01-01

    The magnetic flux dynamics in Nb films with periodic hole arrays is studied magneto-optically. Flux motion in the shape of microavalanches along {l_brace}100{r_brace} and {l_brace}110{r_brace} directions of the hole lattice is observed. At lower temperatures anisotropic large scale thermo-magnetic avalanches dominate flux entry and exit. At T-T{sub c} critical-state-like field patterns periodically appear at fractions of the matching field.

  6. Texture of primary recrystallization on nonoriented electrical steel sheet with phase transformation

    SciTech Connect

    Kumano, T.; Kubota, T.; Takahashi, N.

    1995-08-01

    The magnetic properties of nonoriented (NO) electrical steel sheet are commonly improved if the texture of their products possesses cube texture e.g., {l_brace}100{r_brace} <0vw>, ``goss texture`` i.e., {l_brace}110{r_brace}<011>, and less {l_brace}222{r_brace} texture. Industrially ``cube type`` has not been obtained, but ``goss texture`` has been. In a greater or lesser degree, {l_brace}222{r_brace} texture exists. To improve ``goss texture`` and reduce {l_brace}222{r_brace} texture, the grain size of the material prior to cold rolling should be larger. When the grain size before cold rolling is larger, during primary recrystallization, ``goss texture`` is enriched, {l_brace}222{r_brace} texture is decreased, and the grain grows so easily that higher induction and lower core loss can be obtained. This does not depend on the presence of phase transformation. In case of NO steel with phase transformation, heat treatment before cold rolling has been done below the austenite transition temperature (Ac{sub 1}) in order to prevent the fine grain size caused by {alpha} {yields} {gamma}(+{alpha}) {yields} {alpha} transformation. By using material that was heated over Ac{sub 1} and cooled with changing cool rates, this study describes (a) the relationship between textures before cold rolling and the texture of the final product, and (b) the development of the magnetic properties.

  7. 77 FR 65810 - Airworthiness Directives; Bombardier, Inc. Airplanes

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-10-31

    ... inspection of the shafts of the main landing gear (MLG) side-brace fittings to detect corrosion, and the... repetitive detailed inspections for corrosion and damage of the MLG side-brace fitting, and replacing the... gear (MLG) due to corrosion. We are issuing this AD to prevent fractures of the side- brace...

  8. 29 CFR 1910.29 - Manually propelled mobile ladder stands and scaffolds (towers).

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... the basic mobile unit does not meet this requirement, suitable outrigger frames shall be employed to... structure for the work level shall be rigidly braced, using adequate cross bracing or diagonal bracing with...) of the four (4) casters and shall be of the swivel type. (iii) Where leveling of the elevated...

  9. 29 CFR 1910.29 - Manually propelled mobile ladder stands and scaffolds (towers).

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... the basic mobile unit does not meet this requirement, suitable outrigger frames shall be employed to... structure for the work level shall be rigidly braced, using adequate cross bracing or diagonal bracing with...) of the four (4) casters and shall be of the swivel type. (iii) Where leveling of the elevated...

  10. 29 CFR 1910.29 - Manually propelled mobile ladder stands and scaffolds (towers).

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ... the basic mobile unit does not meet this requirement, suitable outrigger frames shall be employed to... structure for the work level shall be rigidly braced, using adequate cross bracing or diagonal bracing with...) of the four (4) casters and shall be of the swivel type. (iii) Where leveling of the elevated...

  11. Quantum stochastic processes for maps on Hilbert C*-modules

    SciTech Connect

    Heo, Jaeseong; Ji, Un Cig

    2011-05-15

    We discuss pairs ({phi}, {Phi}) of maps, where {phi} is a map between C*-algebras and {Phi} is a {phi}-module map between Hilbert C*-modules, which are generalization of representations of Hilbert C*-modules. A covariant version of Stinespring's theorem for such a pair ({phi}, {Phi}) is established, and quantum stochastic processes constructed from pairs ({l_brace}{phi}{sub t{r_brace}}, {l_brace}{Phi}{sub t{r_brace}}) of families of such maps are studied. We prove that the quantum stochastic process J={l_brace}J{sub t{r_brace}} constructed from a {phi}-quantum dynamical semigroup {Phi}={l_brace}{Phi}{sub t{r_brace}} is a j-map for the quantum stochastic process j={l_brace}j{sub t{r_brace}} constructed from the given quantum dynamical semigroup {phi}={l_brace}{phi}{sub t{r_brace}}, and that J is covariant if the {phi}-quantum dynamical semigroup {Phi} is covariant.

  12. Ferry Terminals and Small Craft Berthing Facilities. Design Manual 25.5.

    DTIC Science & Technology

    1981-07-01

    bracing shall be provided. The bracing can be in the form of diagonal or knee bracing , in some or all of a finger below a plank deck, or it can be...FACILZIES. OESIZN MAN--ETC(U)JUL. SI JCLASSIFIEO NAVFAC-DW-25.S NL 2f 2 Diaphragm Breakwater. A comparatively thin, impervious wall , membrane, or... BRACE PILES PLUMB PILES ORNER CLUSTER BRACE CLUSTER PLAN PLUMB PILES VERTICAL SHEATHING G-- RACE PILES SM.L.W4 SECTION A-A FIGURE 2 Fender Rack 25.5-4

  13. A new modification of an old framework: Hofmann layers with unusual tetracyanidometallate groups

    SciTech Connect

    Keene, Tony D.; Murphy, Michael J.; Price, Jason R.; Price, David J.; Kepert, Cameron J.

    2012-05-10

    Cyanidometallate complexes are highly versatile building units for the generation of functional porous materials. Here we report five new pillared Hofmann layer compounds incorporating the tetracyanidometallates [MoO(CN){sub 4}]{sup 2-} and [MnN(CN){sub 4}]{sup 2-}. These metalloligands, which are new to this class of materials, have been combined with divalent 1st-row transition metals to produce Hofmann layers that are linked into three-dimensional frameworks by ditopic bridging dipyridyls. We report the structures and anomalous thermal expansion properties of five new materials: [Mn(H{sub 2}O)(bpy){sub 1/2}{l_brace}MoO(CN){sub 4}(bpy){sub 1/2}{r_brace}] {center_dot} 2H{sub 2}O (1), [Mn(H{sub 2}O)(bpy){sub 1/2}{l_brace}MnN(CN){sub 4}(bpy){sub 1/2}{r_brace}] {center_dot} 2H{sub 2}O (2), [Fe(H{sub 2}O)(bpy){sub 1/2}{l_brace}MnN(CN){sub 4}(bpy){sub 1/2}{r_brace}] {center_dot} 2H{sub 2}O (3), [Co(H{sub 2}O)(bpy){sub 1/2}{l_brace}MnN(CN){sub 4}(bpy){sub 1/2}{r_brace}] {center_dot} 2H{sub 2}O (4) and [{l_brace}Mn(H{sub 2}O){sub 2}{r_brace}{sub 1/2}{l_brace}Mn(bpa){sub 2}{r_brace}{sub 1/2}{l_brace}MoO(CN){sub 4}(bpa){sub 1/2}{r_brace}] {center_dot} MeOH (5), (where bpy = 4,4'-bipyridine and bpa = 4,4'-bipyridylacetylene).

  14. Effects of segregated sulfur on recrystallization texture and magnetic induction in thin-gauged 3% silicon steel

    SciTech Connect

    Chai, K.H.; Heo, N.H.; Na, J.G.; Jeong, H.T.; Lee, S.R.

    1999-09-01

    During final annealing at 1200 C under a high vacuum, changes in recrystallization texture with final annealing time were observed in thin-gauged 3% Si-Fe alloys. In the alloy containing 30 ppm bulk sulfur, the recrystallization texture varied from the {l{underscore}brace}111{r{underscore}brace} to the {l{underscore}brace}001{r{underscore}brace} and finally to the {l{underscore}brace}110{r{underscore}brace} < 001 > Goss texture, resulting in higher magnetic induction than 1.90 T. The trough in magnetic induction, which corresponds to the relatively high surface-segregated sulfur range, is due to the magnetically detrimental effect of those textures, i.e., the {l{underscore}brace}111{r{underscore}brace} and the {l{underscore}brace}011{r{underscore}brace} . In the alloy containing 6 ppm bulk sulfur, the correlation between magnetic induction and surface-segregated sulfur was the same as that in the other alloy. These results clearly indicate that the surface energy induced recrystallization in the thin-gauged 3% Si-Fe alloys is strongly affected by the segregation and the evaporation of sulfur.

  15. Mechanical properties and determination of slip systems of the B2 YZn intermetallic compound

    SciTech Connect

    Cao, G. H.; Becker, A. T.; Wu, D.; Chumbley, L. S.; Lograsso, T. A.; Russell, A. M.; Gschneidner Jr., K. A.

    2010-04-30

    Single crystal specimens of YZn (B2) were tested in tension at room temperature. Specimens with a [1 0 1] tensile axis orientation exhibited {r_brace}0 1 1{l_brace} <100> primary slip and an ultimate tensile strength of 365MPa at 3.7% elongation. Specimens with [0 0 1] and [1 1 1] tensile axis orientations showed no slip lines and fractured at a stress of 180MPa at 3.3% and 130MPa at 2.9% elongation, respectively. Transmission electron microscopy (TEM) examination of the Burger's vector of dislocations in tensile tested specimens revealed <1 0 0>-type dislocations. TEM analysis suggested that a secondary slip system, {l_brace}0 0 1{r_brace}<1 0 0>, may be active. Banded features with a {l_brace}0 2 1{r_brace} orientation were observed in deformed YZn; these may be slip traces produced by the cross-slip of <1 0 0> dislocations. Acting together, {l_brace}0 1 1{r_brace} <1 0 0> and {l_brace}0 0 1{r_brace} <1 0 0> slip provide only three independent slip systems, and no extra independent systems are provided by the cross-slip. This finding is consistent with the low ductility of YZn.

  16. Synthesis, structure and magnetic properties of the one-dimensional bimetallic oxide [Cu(terpy)Mo{sub 2}O{sub 7}

    SciTech Connect

    Burkholder, Eric; Gabriel Armatas, N.; Golub, Vladimir; O'Connor, Charles J.; Zubieta, Jon . E-mail: jazubiet@syr.edu

    2005-10-15

    The hydrothermal reaction of Cu(CH{sub 3}CO{sub 2}){sub 2}.H{sub 2}O, Na{sub 2}MoO{sub 4} and terpyridine at 140 deg. C for 48 h yields [Cu(terpy)Mo{sub 2}O{sub 7}] (1), a bimetallic one-dimensional oxide. The structure consists of ruffled chains of edge- and corner-sharing {l_brace}MoO{sub 5}{r_brace} square pyramids, decorated with {l_brace}CuN{sub 3}O{sub 2}{r_brace} '4+1' axially distorted square pyramids. The Cu(II) polyhedra are disposed so as to produce an alternating pattern of Cu-Cu distances across the {l_brace}Mo{sub 2}O{sub 2}{r_brace} rhombi of the chain of 6.25 and 6.82 A. This structural feature is reflected in the magnetic properties which are characteristic of a dimer rather than a linear chain, consistent with an alternating antiferromagnetic Heisenberg chain. -- Graphical abstract: Hydrothermal synthesis provided the one-dimensional bimetallic oxide [Cu(terpy)Mo{sub 2}O{sub 7}], a material consisting of a zig-zag {l_brace}Mo{sub 2}O{sub 7}{r_brace} {sub n} {sup 2} {sup n} {sup -} chain, decorated with {l_brace}Cu(terpy){r_brace}{sup 2+} groups exhibiting alternating short-long Cu-Cu distances between copper sites.

  17. On pseudoelasticity in single crystals of the intermetallic compound Fe{sub 3}Al

    SciTech Connect

    Brinck, A.; Engelke, C.; Neuhaeuser, H.

    1997-09-01

    Only few notes can be found in literature which report on pseudoelastic effects in Fe{sub 3}Al intermetallic compounds. Reversible deformation on {l_brace}110{r_brace} and {l_brace}112{r_brace} planes was observed in shear and compression experiments by Guedou and Rieu and explained by microtwinning, while Kubin et al. showed by in-situ TEM observations that the motion of the front partial of a superdislocation appeared to cause the slip reversal on {l_brace}110{r_brace} planes. The authors have recently observed such a similar effect during in-situ slip line formation studies of Fe{sub 3}Al crystals with a special crystal orientation deformed in compression at and above room temperature. In the following these observations are described and the possible reasons are discussed in connection with the data from literature.

  18. Analysis of the surface structure of HFCVD diamond films

    SciTech Connect

    Mehta, P.; Feigerle, C.S.; Clausing, R.E.; Heatherly, L.; Thundat, T.

    1995-07-01

    Structure analysis was carried out on various surface features of diamond films using scanning electron microscopy (SEM) and atomic force microscopy (AFM). The films were grown via hot filament assisted chemical vapor deposition (HFCVD) in methane and hydrogen gas mixtures. The authors investigated the surfaces of films grown under parameters selected to produce certain textures or surface features such as penetration twins or hopper shaped faces. The SEM images of these films show that the {l_brace}100{r_brace} planes are usually flatter than the {l_brace}111{r_brace}. The {l_brace}111{r_brace} planes show interesting growth features. The ``hopper`` shaped structures were imaged in the tapping mode of the AFM, and the angles between planes and their orientations have been determined. These AFM and SEM images are presented with quantitative analyses of the exposed surfaces. Detailed quantitative information will be useful in understanding the growth of these films.

  19. Thermal stability of sputter deposited nanomosaic rutile TiO{sub 2}

    SciTech Connect

    Aita, Carolyn Rubin

    2009-07-15

    A domain structure based on the rutile lattice with a large density of (1/2)<011>{l_brace}011{r_brace}-type stacking faults is found in sputter deposited TiO{sub 2} films [J. Vac. Sci. Technol. A 24, 2054 (2006)]. The thermal stability of nanomosaic rutile at moderate temperature is reported here. Films are annealed at 973 K for 0.25-15 h, characterized by x-ray diffraction. A Johnson-Mehl-Avrami-Kolmogorov analysis indicates impeded crystallite growth. A dislocation-locking mechanism is proposed for this behavior. Partial dislocations with (1/2)<011> Burgers vectors that bound the stacking faults glide on intersecting {l_brace}011{r_brace} slip planes and react to produce sessile stair rod dislocations. Without the high temperature required for dislocation climb, (1/2)<011>{l_brace}011{r_brace}-type faults inherent to nanomosaic rutile provide thermal stability against massive crystallite growth.

  20. The microstructure of dislocation clusters in industrial directionally solidified multicrystalline silicon

    SciTech Connect

    Kivambe, Maulid M.; Stokkan, Gaute; Ervik, Torunn; Lohne, Otto; Ryningen, Birgit

    2011-09-15

    The microstructure of commonly occurring dislocation patterns in industrial directionally solidified multicrystalline silicon has been systematically studied by light microscopy, electron backscatter diffraction, and transmission electron microscopy. The work has been focused on dislocation clusters on wafers near the top of cast blocks. In near {l_brace}111{r_brace} grain surface, dislocation arrays parallel to {l_brace}110{r_brace} plane traces are lying in parallel rows of {l_brace}111{r_brace} planes inclined to the surface, in mainly <112>30 deg. orientation. The dislocation configuration suggests that the microstructure may result from a recovery process. The dislocations formed during crystal growth and cooling have undergone transformations at high temperature in order to achieve low energy configurations for minimization of dislocation and crystal energy.

  1. Archaeological Investigations at 30 Historic Sites, Chief Joseph Dam Project, Washington.

    DTIC Science & Technology

    1984-01-01

    then adding a diagonal board brace . It had two handmade pintle hinges forged from water pipe, welded to strap Iron, and fastened to the wood with...doors were built of vertical boards fastened with braces . Round common nails and strap hinges were used to construct the barn and Its associated features...a alerAlomet(4;i-20) (DrwnbyReeca il-Cane. %~ 33 A The doorway was constructed of three vertical boards fastened with two horizontal braces made from

  2. Prevention of Football Injuries: A Review of the Literature

    DTIC Science & Technology

    2005-01-01

    prophylactic double upright knee orthosis by Division I collegiate football players from the Iowa State University during the period of 1979 to...Jt Dis 59(4):201-210. 36. Brodersen, M.P., Symanowski, J.T. 1993. “Use of a double upright knee orthosis prophylactically to decrease...Prophylactic double upright knee orthosis Brace=503 Non brace=273 - Overall knee injury: nonbraced: 44% braced: 26% - Knee injury severity (time

  3. A Methodology for Formal Hardware Verification, with Application to Microprocessors.

    DTIC Science & Technology

    1993-08-29

    Bartlett (and Digital Equipment Corporation), Soumitra Bose, Chris and Aksel Bothner-By, Jerry Burch, Karl Brace, Kyeongsoon Cho, Luc Claesen, Kevin...Journal, 11(3):235-50, June 1991. Citation obtained from Inspec. [14] Derek Beatty, Karl Brace, Randal E. Bryant, Kyeongsoon Cho, and Lawrence Huang...manipulation with ordered binary- decision diagrams. A CM Computing Surveys, 24(3):293-318, September 1992. [55] Randal E. Bryant, Derek Beatty, Karl Brace

  4. Plastic deformation of single crystals of WSi{sub 2} with the C11{sub b} structure

    SciTech Connect

    Ito, K.; Yano, T.; Nakamoto, T.; Inui, H.; Yamaguchi, M.

    1999-02-05

    The deformation behavior of single crystals of WSi{sub 2} has been investigated as a function of crystal orientation in the temperature range from room temperature to 1500 C in compression. Single crystals of WSi{sub 2} can be deformed only at high temperatures above 1100 C, in contrast to MoSi{sub 2} in which plastic flow is possible even at room temperature. Four slip systems, {l_brace}110{r_brace}{l_angle}111{r_angle}, {l_brace}011{r_brace}{l_angle}100{r_angle}, {l_brace}023{r_brace}{l_angle}100{r_angle} and (001){l_angle}100{r_angle}, are identified. While the former three slip systems are operative also in MoSi{sub 2}, the (001){l_angle}100{r_angle} slip is only operative in WSi{sub 2}. The (001){l_angle}100{r_angle} slip in WSi{sub 2} is the alternative to {l_brace}013{r_brace}{l_angle}331{r_angle} slip in MoSi{sub 2} since they are operative in the same orientation range. Slip on {l_brace}110{r_brace}{l_angle}331{r_angle} is hardly observed in WSi{sub 2}. The values of critical resolved shear stress (CRSS) for the commonly observed slip systems are much higher in WSi{sub 2} than in MoSi{sub 2} with the largest difference for {l_brace}110{r_brace}{l_angle}111{r_angle} slip. The higher CRSS values in WSi{sub 2} are not only due to the intrinsic difference in the deformation behavior but also due to the existence of numerous grown-in stacking faults on (001).

  5. Evaluation of the Impact of Towing DC-9 Transport Airplanes at Boston-Logan Airport.

    DTIC Science & Technology

    1980-05-01

    47 6. BOLT-SHOULDER-DRAG BRACE. .. ..... ..... ...... 47 7. HOUSING . .. ... ..... .... ..... ......... 52 8. PISTON-AXLE...DC-9 SERIES 30 PART NO. 3920626 BOLT, SHOULDER-DRAG BRACE . . . 53 31 DC-9 SERIES 50 PART NO. 3920626 BOLT, SHOULDER-DRAG BRACE . . . 54 32 HOUSING ...55 33 DC-9 SERIES 10 PART NO. 5927071 AND PART NO. 5928678, HOUSING . . 57 33 DC-9 SERIES 30 PART NO. 5927079

  6. Design of Steel Structures to Resist the Effects of HE Explosions

    DTIC Science & Technology

    1975-08-01

    individual columns and girders are designed according to the beam -column criteria of Chapter 4. For frames greater than two stories, bracing is normally...3.5 `t7iffnetis and Deflection 97 5.3.6 Pre.1iminary 6izing of -’raae ,pinbe-. 91i 5.3.7 Slenderness Requirements for Diagonal Braces 100 5.3.8... BRACING AND PINNED BASES. 94 5.5 COLLAPSE ,11ECHAXIS..S FOR FPRAES WITH SUPPLE•.’tTARY BRACING , NON-RIGID GIRDER TO COLUnV CONNECTION1S AND PINNED

  7. QUARTERLY PROGRESS REPORT, JANUARY-FEBRUARY-MARCH 1969.

    DTIC Science & Technology

    extremity bracing; Exercise traction unit; Externally powered prostheses--electric elbow , electric hand, myosonic control system, rehabilitation loom; Endotracheal tube; Electromyography monitor; Piezoelectric effects of bone.

  8. Morphology, structure, and chemistry of nanoclusters in a mechanically alloyed nanostructured ferritic steel

    SciTech Connect

    Brandes, M. C.; Kovarik, Libor; Miller, Michael K.; Mills, M. J.

    2012-01-14

    Nanostructured ferritic steels have excellent high temperature creep properties and radiation tolerance due to the presence of a high density of Ti-Y-O-enriched nanoclusters. The morphology of the nanoclusters is found to be consistent with a truncated rhombic dodecahedron defined by the {l_brace}100{r_brace} and {l_brace}110{r_brace} planes in the Fe matrix. The derived symmetry and the compositional information indicate that the nanoclusters are inconsistent with the cubic Y2Ti2O7 or the polymorphs of Y2TiO5 phase. Possible structural models are discussed.

  9. Development of low-loss grain-oriented silicon steel

    SciTech Connect

    Ushigami, Y.; Masui, H.; Okazaki, Y.; Suga, Y.; Takahashi, N.

    1996-06-01

    Grain-oriented silicon steel has evolved through improvement of {l_brace}110{r_brace}<001> orientation, development of thinner-gage material, and development of magnetic domain refining techniques. Core loss in the material has been dramatically reduced over the past 40 years. To further improve core loss, mobile domain walls must be increased by reducing the pinning sites, and surface closure domains must be decreased by improving {l_brace}110{r_brace}<001> orientation. When these technologies are industrialized, a core-loss reduction of 25% is expected at 1.7 T for 0.23 mm thick grain-oriented silicon steel.

  10. Topotactic synthesis of vanadium nitride solid foams

    SciTech Connect

    Oyama, S.T.; Kapoor, R.; Oyama, H.T.; Hofmann, D.J.; Matijevic, E. )

    1993-06-01

    Vanadium nitride has been synthesized with a surface area of 120 m[sup 2] g[sup [minus]1] by temperature programmed nitridation of a foam-like vanadium oxide (35 m[sup 2] g[sup [minus]1]), precipitated from vanadate solutions. The nitridation reaction was established to be topotactic and pseudomorphous by x-ray powder diffraction and scanning electron microscopy. The crystallographic relationship between the nitride and oxide was [l brace]200[r brace]//[l brace]001[r brace]. The effect of precursor geometry on the product size and shape was investigated by employing vanadium oxide solids of different morphologies.

  11. Stranski-Krastanow growth of tensile strained Si islands on Ge (001)

    SciTech Connect

    Pachinger, D.; Groiss, H.; Lichtenberger, H.; Stangl, J.; Hesser, G.; Schaeffler, F.

    2007-12-03

    Stranski-Krastanow island growth is demonstrated for tensile strained silicon epilayers on Ge (001) substrates over a wide range of growth temperatures. Small, Si-rich islands show sidewall faces near {l_brace}1,1,10{r_brace}, whereas larger islands are {l_brace}113{r_brace}-terminated truncated pyramids with an aspect ratio near 0.1. In contrast to compressively strained Ge on Si, we find for Si on Ge a significantly thicker wetting layer of >8 ML and coexistence of islands and dislocations.

  12. Job Grading Standard for Blocker and Bracer WG-4602.

    ERIC Educational Resources Information Center

    Civil Service Commission, Washington, DC. Bureau of Policies and Standards.

    The standard is used to grade nonsupervisor's work involved in blocking, bracing, staying, and securing cargo for shipment by land, sea, or air. It requires skill in constructing, placing, and installing wooden blocks, wedges, bracing structures and other staying devices, as well as skill in securing items using wires, ropes, chains, cables,…

  13. 38 CFR 3.809 - Specially adapted housing under 38 U.S.C. 2101(a).

    Code of Federal Regulations, 2010 CFR

    2010-07-01

    ... braces, crutches, canes, or a wheelchair, or (2) Blindness in both eyes, having only light perception... wheelchair. (4) The loss or loss of use of one lower extremity together with the loss of loss of use of one... the aid of braces, crutches, canes, or a wheelchair. (c) Duplication of benefits. The...

  14. VIEW OF APALACHICOLA RIVER BRIDGE EAST APPROACH (LIBERTY COUNTY SIDE) ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    VIEW OF APALACHICOLA RIVER BRIDGE EAST APPROACH (LIBERTY COUNTY SIDE) SHOWING SPAN (OR BAY) BETWEEN X-BRACED STEEL COLUMN BENT AND X-BRACED STEEL "TOWER" BENT, WEST SIDE, FACING NORTHEAST - Apalachicola River Bridge, State Route 20 spanning the Apalachicola River, Blountstown, Calhoun County, FL

  15. Tetraphenylphosphonium copper(I) dicyanamide.

    SciTech Connect

    Schlueter, J. A.; Geiser, U.; Materials Science Division

    2007-01-01

    In the title compound, {l_brace}(C{sub 24}H{sub 20}P)[Cu(C{sub 2}N{sub 3}){sub 2}]{r_brace}{sub n}, the copper(I) dicyanamide anion forms a distorted three-dimensional single diamondoid network. Templating tetraphenylphosphonium cations reside within the cavities of the polymeric anion.

  16. Detail, U, connection of south span (west truss), from southeast ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail, U, connection of south span (west truss), from southeast and below, showing pin connection at vertical member U-L top chord, inclined endpoint U-L diagonal eyebars, and lateral bracing including portion of portal strut with lattice bars and brace - Castle Garden Bridge, Township Route 343 over Bennetts Branch of Sinnemahoning Creek, Driftwood, Cameron County, PA

  17. Scoliosis (For Parents)

    MedlinePlus

    ... becomes necessary to correct the curvature of the spine. Overall, braces prevent surgery about 60% to 70% of the time and ... hours. No brace or cast is needed after surgery because the rods hold the spine in place while it heals. The child is ...

  18. Spin State, Structure, and Reactivity of Terminal Oxo and Dioxygen Complexes of the (PNP)Rh Moiety

    SciTech Connect

    Verat, A.Y.; Fan, H.; Pink, M.; Chen, Y.-S.; Caulton, K.G.

    2009-01-06

    [Rh{sup III}H{l_brace}(tBu{sub 2}PCH{sub 2}SiMe{sub 2}CH{sub 2}PtBu{l_brace}CMe{sub 2}{r_brace}){r_brace}], (RhH(PNP*)), reacts with O{sub 2} in the time taken to mix the reagents to form a 1:1 {eta}{sup 2}-O{sub 2} adduct, for which O-O bond length is discussed with reference to the reducing power of [RhH(PNP*)]; DFT calculations faithfully replicate the observed O-O distance, and are used to understand the oxidation state of this coordinated O{sub 2}. The reactivity of [Rh(O{sub 2})(PNP)] towards H{sub 2}, CO, N{sub 2}, and O{sub 2} is tested and compared to the associated DFT reaction energies. Three different reagents effect single oxygen atom transer to [RhH(PNP*)]. The resulting [RhO(PNP)], is characterized at and above -60 C and by DFT calculations, is a ground-state triplet, is nonplanar and reacts, above at +15 C, with its own tBu C-H bond, to cleanly form a diamagnetic complex, [Rh(OH){l_brace}N(SiMe{sub 2}CH{sub 2}PtBu{sub 2})(SiMe{sub 2}CH{sub 2}PtBu{l_brace}CMe{sub 2}CH{sub 2}{r_brace}){r_brace}].

  19. 8. Axial view to south of north portal of truss ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Axial view to south of north portal of truss span. Note boxed, repaired vertical compression members at left (upstream) side of truss, new I-beam braces between compression members and upper sway bracing. - Stanislaus River Bridge, Atchison, Topeka & Santa Fe Railway at Stanislaus River, Riverbank, Stanislaus County, CA

  20. Effects of Variable Helmet Weight on Human Response to -Gx Impact

    DTIC Science & Technology

    2016-02-01

    response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing... gender difference, the female subjects were on average unable to sustain as forceful a brace during pre-impact as the males, which may account for...Impulse Accelerator, Helmet Mounted Systems, Helmet Weight, Ejection Injury, Pilot Bracing, Gender Acceleration Effects 16. SECURITY CLASSIFICATION OF

  1. Relapse of Clubfoot after Treatment with the Ponseti Method and the Function of the Foot Abduction Orthosis

    PubMed Central

    Zhao, Dahang; Liu, Jianlin; Wu, Zhenkai

    2014-01-01

    Ponseti clubfoot treatment has become more popular during the last decade because of its high initial correction rate. But the most common problem affecting the long-term successful outcome is relapse of the deformity. Non-compliance with Ponseti brace protocol is a major problem associated with relapse. Although more comfortable braces have been reported to improve the compliance, they all have the same design and no significant changes have been made to the protocols. After refinement in the Ponseti method and emphasizing the importance of brace to parents, the relapse rate has been markedly decreased. Nevertheless, there are patients who do not have any recurrence although they are not completely compliant with the brace treatment, whereas other patients have a recurrence even though they are strictly compliant with the brace treatment. The aim of this article is to review the relapse of clubfoot and the function of the brace and to develop an individualized brace protocol for each patient by analyzing the mechanism of the brace and the biomechanical properties of muscles, tendons, and ligaments. PMID:25177447

  2. Single Source Molecular Precursors to Niobia-Silica and NiobiumPhosphate Materials

    SciTech Connect

    Lugmair, Claus G.; Tilley, T. Don

    2006-01-13

    The molecular precursors Nb(OiPr)2[OSi(OtBu)3]3 and {l_brace}Nb(OiPr)4[O2P(OtBu)2]{r_brace}2 have been prepared. The first compound undergoes facile thermal conversion to high surface area, acidic niobia silica, whereas the second one thermally decomposes to a low surface area niobium phosphate.

  3. Studies of Di-proton production at ANKE

    SciTech Connect

    Dymov, Sergey

    2011-10-21

    The study of NN-interactions with production of {sup 1}S{sub 0} proton pairs (diprotons) provides a new approach to hadron interactions at intermediate energies. The use of the polarised COSY beams and the ANKE polarised internal target allows one to conduct single and double polarization experiments. A number of processes including pd{yields}{l_brace}pp{r_brace}{sub s}n, production of one and two pions in pN collisions, and the pp{yields}{l_brace}pp{r_brace}{sub s}{gamma} process, have been investigated.Information on the near-threshold single pion production with formation of a diproton in the processes pp{yields}{l_brace}pp{r_brace}{sub s}{pi}{sup 0} and pn{yields}{l_brace}pp{r_brace}{sub s}{pi}{sup -} is urgently needed for further development of chiral perturbation theory. The measurements of d{sigma}/d{Omega}, A{sub y} and the spin-correlation coefficients A{sub x,x} and A{sub x,z} will permit an amplitude analysis that should provide a non-trivial test of the {chi}PT predictions. A combined study of these processes will lead to the isolation of the strength parameter d of the four-nucleon-pion contact interaction in {chi}PT. Preliminary ANKE results on d{sigma}/d{Omega} and A{sub y} in these processes are presented, and the future experimental programme is discussed.

  4. 29 CFR 1926.756 - Beams and columns.

    Code of Federal Regulations, 2012 CFR

    2012-07-01

    ...) General. (1) During the final placing of solid web structural members, the load shall not be released from... bracing. Solid web structural members used as diagonal bracing shall be secured by at least one bolt per.... (c) (1) Double connections at columns and/or at beam webs over a column. When two structural...

  5. 29 CFR 1926.756 - Beams and columns.

    Code of Federal Regulations, 2011 CFR

    2011-07-01

    ...) General. (1) During the final placing of solid web structural members, the load shall not be released from... bracing. Solid web structural members used as diagonal bracing shall be secured by at least one bolt per.... (c) (1) Double connections at columns and/or at beam webs over a column. When two structural...

  6. 29 CFR 1926.756 - Beams and columns.

    Code of Federal Regulations, 2013 CFR

    2013-07-01

    ...) General. (1) During the final placing of solid web structural members, the load shall not be released from... bracing. Solid web structural members used as diagonal bracing shall be secured by at least one bolt per.... (c) (1) Double connections at columns and/or at beam webs over a column. When two structural...

  7. 76 FR 2883 - Folding Metal Tables and Chairs From the People's Republic of China: Final Results of 2007-2008...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2011-01-18

    ... individual legs that are affixed together by one or more cross-braces using welds or fastening hardware. In... metal (folding metal chairs). Folding metal chairs include chairs with one or more cross-braces... Staples' ``Complete Office-To-Go,'' a folding chair with a tubular steel frame and a seat and back...

  8. Chord, Tie Bar & Crossbracing Joint Detail in Plan; Crossbracing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Chord, Tie Bar & Crossbracing Joint Detail in Plan; Crossbracing Center Joint Detail in Plan; Chord Joining Detail in Plan & Elevation; Chord, Panel Post, Tie Bar, & Diagonal Brace Joint Detail; Crossbracing Center Joint Detail in Section; Chord, Panel Post, Tie Bar & Horizontal Brace Joint Detail - Narrows Bridge, Spanning Sugar Creek at Old County Road 280 East, Marshall, Parke County, IN

  9. 12. Detail of west side of southwest portal showing the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. Detail of west side of southwest portal showing the latticed diagonal brace and the hip vertical, pin-connected to the latticed inclined end post directly beneath the riveted connection with the portal bracing. - Post Road Bridge, State Route 7-A, Havre de Grace, Harford County, MD

  10. 13. Detail of west side of southwest portal showing the ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. Detail of west side of southwest portal showing the latticed top chord rivet-connected to the latticed inclined end post and the portal strut; also shown is the webbed portal bracing and the top lateral bracing with the pin connection of the hip vertical and the diagonal. - Post Road Bridge, State Route 7-A, Havre de Grace, Harford County, MD

  11. Solid state coordination chemistry of the oxofluorovanadium-diphosphonate system in the presence of Cu(II)-tetrapyridylpyrazine complex cations

    SciTech Connect

    Ouellette, Wayne; Golub, Vladimir; O'Connor, Charles J.; Zubieta, Jon

    2007-09-15

    The hydrothermal reactions of V{sub 2}O{sub 5}, Cu(CH{sub 3}CO{sub 2}){sub 2}.H{sub 2}O, tetrapyridylpyrazine (tpyprz), HF and the appropriate diphosphonic acid yielded a series of compounds of the {l_brace}Cu{sup 2}(tpyprz){r_brace}{sup 4+}/V{sub x}O{sub y}F{sub z}{sup n-}/{l_brace}O{sub 3}P(CH{sub 2}){sub n}PO{sub 3}{r_brace}{sup 4-} family of materials. The structure of [{l_brace}Cu{sub 2}(tpyprz)(H{sub 2}O){sub 2}{r_brace}V{sub 4}F{sub 6}O{sub 6}(HO{sub 3}PCH{sub 2}PO{sub 3}){sub 2}] (1) is one-dimensional, constructed from mixed valence {l_brace}V{sub 3}{sup V}V{sup IV}FO{sub 8}(HO{sub 3}PCH{sub 2}PO{sub 3}){sub 2}{r_brace}{sup 4-} clusters linked through {l_brace}Cu{sub 2}(tpyprz)(H{sub 2}O){sub 2}{r_brace}{sup 4+} rods. The two-dimensional [{l_brace}Cu{sub 2}(tpyprz)(H{sub 2}O){sub 2}{r_brace}V{sub 4}F{sub 6}O{sub 6}(O{sub 3}PCH{sub 2}CH{sub 2}PO{sub 3})] (2) is constructed from {l_brace}V{sub 4}F{sub 6}O{sub 6}(O{sub 3}PCH{sub 2}CH{sub 2}PO{sub 3}){r_brace}{sub n}{sup 4n-} chains crosslinked by {l_brace}Cu{sub 2}(tpyprz))(H{sub 2}O){sub 2}{r_brace}{sup 4+} rods; mixed valence {l_brace}V{sub 2}{sup V}V{sub 2}{sup IV}F{sub 6}O{sub 6}(O{sub 3}PCH{sub 2}CH{sub 2}PO{sub 3}){r_brace}{sup 4-} clusters are embedded in the network. Compound 3, [Cu{sub 2}(tpyprz){l_brace}HO{sub 3}P(CH{sub 2}){sub 3}PO{sub 3}H{r_brace}][V{sub 2}F{sub 2}O{sub 5}], consists of [Cu{sub 2}(tpyprz){l_brace}HO{sub 3}P(CH{sub 2}){sub 3}PO{sub 3}H{r_brace}]{sub n}{sup 2n+} chains and isolated {l_brace}V{sub 2}F{sub 2}O{sub 5}{r_brace}{sup 2-} anions. Structures 1-3 are compared to the structures of the analogous series {l_brace}Cu{sub 2}(bisterpy){r_brace}{sup 4+}/V{sub x}O{sub y}F{sub z}{sup n-}/{l_brace}O{sub 3}P(CH{sub 2}){sub n}PO{sub 3}{r_brace}{sup 4-}, where bisterpy is 2,2':4':4'':2'',2'''-quaterpyridine, 6',6''-di-2-pyridinyl. The temperature-dependent magnetic susceptibilities of 2 and 3 are also discussed. - Graphical abstract: Hydrothermal reactions have been exploited in the

  12. Basal slip and texture development in calcite: new results from torsion experiments

    SciTech Connect

    Barber, D. J.; Wenk, H.-R.; Gomez-Barreiro, J.; Rybacki, E.; Dresen, G.

    2008-06-09

    The deformation behavior of calcite has been of longstanding interest. Through experiments on single crystals, deformation mechanisms were established such as mechanical twinning on e = {l_brace}{bar 1}018{r_brace} <40{bar 4}1> in the positive sense and slip on r = {l_brace}10{bar 1}4{r_brace} <20{bar 2}{bar 1}> and f = {l_brace}{bar 1}012{r_brace} <0{bar 2}2{bar 1}> both in the negative sense. More recently it was observed that at higher temperatures f{l_brace}{bar 1}012{r_brace} <10{bar 1}1> slip in both senses becomes active and, based on slip line analysis, it was suggested that e(0001) <11{bar 2}0> slip may occur. So far there had been no direct evidence for basal slip, which is the dominant system in dolomite. With new torsion experiments on calcite single crystals at 900 K and transmission electron microscopy, this study identifies (0001) <11{bar 2}0> slip unambiguously by direct imaging of dislocations and diffraction contrast analysis. Including this slip system in polycrystal plasticity simulations, enigmatic texture patterns observed in compression and torsion of calcite rocks at high temperature can now be explained, resolving a long-standing puzzle.

  13. Alkyl group dependence on structure and magnetic properties in layered cobalt coordination polymers containing substituted glutarate ligands and 4,4'-bipyridine

    SciTech Connect

    Nettleman, Joseph H.; Supkowski, Ronald M.; LaDuca, Robert L.

    2010-02-15

    Five two-dimensional divalent cobalt coordination polymers containing 4,4'-bipyridine (bpy) and substituted or unsubstituted glutarate ligands have been prepared hydrothermally and structurally characterized by single-crystal X-ray diffraction. [Co(mg)(bpy)]{sub n} (1, mg=3-methylglutarate) forms a (4,4) rhomboid grid structure based on the connection of {l_brace}Co{sub 2}(CO{sub 2}){sub 2}{r_brace} dimeric units. Using the more sterically encumbered ligands 3,3-dimethylglutarate (dmg) and 3-ethyl, 3-methylglutarate (emg) generated {l_brace}[Co(dmg)(bpy)(H{sub 2}O)].2H{sub 2}O{r_brace}{sub n} (2) and {l_brace}[Co(emg)(bpy)(H{sub 2}O)].H{sub 2}O{r_brace}{sub n} (3), respectively. These complexes manifest {l_brace}Co(CO{sub 2}){r_brace}{sub n} chains linked into 2-D by aliphatic dicarboxylate and bpy ligands. The 'tied-back' substituted glutarate ligand 1,1-cyclopentanediacetate (cda) afforded [Co(cda)(bpy)]{sub n} (4), and the unsubstituted glutarate (glu) generated [Co(glu)(bpy)]{sub n} (5), both of which exhibit a topology similar to that of 1. The magnetic properties of complexes 1-4 were analyzed successfully with a recently developed phenomenological chain model accounting for both magnetic coupling (J) and zero-field splitting effects (D), even though 1 and 4 contain isolated, discrete {l_brace}Co{sub 2}(CO{sub 2}){sub 2}{r_brace} dimers. The D parameter in this series varied between 21.8(8) and 48.0(9) cm{sup -1}. However weak antiferromagnetic coupling was observed in 1 (J=-2.43(4) cm{sup -1}) and 4 (J=-0.89(2) cm{sup -1}), while weak ferromagnetic coupling appears to be operative in both 2 (J=0.324(5) cm{sup -1}) and 3 (J=0.24(1) cm{sup -1}). - Five two-dimensional divalent cobalt coordination polymers containing 4,4'-bipyridine (bpy) and substituted or unsubstituted glutarate ligands have been prepared and structurally characterized by single-crystal X-ray diffraction. Three contain dimeric {l_brace}Co{sub 2}(CO{sub 2}){sub 2}{r_brace} units, while two

  14. GA-based optimum design of a shape memory alloy device for seismic response mitigation

    NASA Astrophysics Data System (ADS)

    Ozbulut, O. E.; Roschke, P. N.; Y Lin, P.; Loh, C. H.

    2010-06-01

    Damping systems discussed in this work are optimized so that a three-story steel frame structure and its shape memory alloy (SMA) bracing system minimize response metrics due to a custom-tailored earthquake excitation. Multiple-objective numerical optimization that simultaneously minimizes displacements and accelerations of the structure is carried out with a genetic algorithm (GA) in order to optimize SMA bracing elements within the structure. After design of an optimal SMA damping system is complete, full-scale experimental shake table tests are conducted on a large-scale steel frame that is equipped with the optimal SMA devices. A fuzzy inference system is developed from data collected during the testing to simulate the dynamic material response of the SMA bracing subcomponents. Finally, nonlinear analyses of a three-story braced frame are carried out to evaluate the performance of comparable SMA and commonly used steel braces under dynamic loading conditions and to assess the effectiveness of GA-optimized SMA bracing design as compared to alternative designs of SMA braces. It is shown that peak displacement of a structure can be reduced without causing significant acceleration response amplification through a judicious selection of physical characteristics of the SMA devices. Also, SMA devices provide a recentering mechanism for the structure to return to its original position after a seismic event.

  15. Overhills: Entrance Compound. Historic Building Survey

    DTIC Science & Technology

    2009-01-01

    supported by diagonal braces (Photo NC-407-K-8) that frame into a 1"x 4½" piece of wood nailed to the wall above the stall doors. The exterior wall...boards with 1"x 4½" diagonal braces and 4½" horizontal and vertical battens. The bottom doors are composed of 1½" v-channel tongue and groove...boards with 4½" diagonal braces and 4½" top and side battens; the bottom batten is 8½" wide. Both the top and bottom doors have iron latches and each

  16. Risk Assessment of an Existing School to the Effects from an LPG Vapor Cloud Explosion

    DTIC Science & Technology

    1990-08-29

    ide of single 4’ x 3-1/2l window 3 x 3 x 1/4 L (bottom chord of roof truss ) braced t o roof pu r l in by knee- brace a t 8 f t spacing...angle that is the bottom chord of the module roof truss . This member must carry the wall reaction in horizontal bending between knee- braces that are...3 x 3 x 1/4 angle of the bottom chord of the roof truss to which the Multipurpose Room walls are framed. Weld or bolt diagonal angle struts between

  17. Tutorial Guide: Computer Aided Structural Modeling (CASM). Version 1.01, Release Date - February 1990

    DTIC Science & Technology

    1990-09-01

    Lock Vertical I! I Beams On All Grid Lines Beference Menu (NI) zl Truss - Custom (NI) View Reference (NI) Arch (N I) Move Reference (NI) Rotate Reference...NI) : Modify .Qpening X- Brace (NI) Grid/Open Menu K- Brace (NI) =]"---: ’Define Grid Spread K (NI) I- I Add Main Grid Line Single Diagonal (NI) Add Sub...Grid Line Offset Diagonal (NI) . Add Qpening Floor/Roof Menu Knee Brace (NI) Surface Frame Menu (NI) I~z One-Way rF All Connections (NI) 1I Two-Way 7H

  18. Mini-RPV Recovery System Conceptual Study

    DTIC Science & Technology

    1977-08-01

    with the net would be positioned first, the diagonal braces put in place, and the net would then be rigged. The truck with the third, 223 or single...Since stakes are 225 ---- APPROX 55 FT--- 1 ENERGY ABSORBER 2 MULTI WIRE SHEAVE 3 SCREW JACK FOOTPADS 6 4 RIGGING WINCH 5 DIAGONAL BRACES 6 RUN-OUT...recovery area by lifting the foot pad on the diagonal brace for the truck. b. Conclusions The ground components of the in-flight hook-up recovery system

  19. How to make a splint

    MedlinePlus

    ... bones for long periods as these can cause fatigue and falls. Always use protective gear, such as proper footwear, pads, braces, and a helmet. Alternative Names Splint - instructions Images Fracture types (1) Hand splint - series References Chudnofsky CR. ...

  20. 7. Underside of span, details of deck, stringers, floor beams, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. Underside of span, details of deck, stringers, floor beams, bottom-lateral bracing, and north abutment; looking north - Bridge No. 92101, Spanning Pike River at County Highway 373, Embarrass, St. Louis County, MN

  1. 2D water layer enclathrated between Mn(II)-Ni(CN){sub 4} coordination frameworks

    SciTech Connect

    Ray, Ambarish; Bhowmick, Indrani; Sheldrick, William S.; Jana, Atish Dipankar; Ali, Mahammed

    2009-10-15

    A [Ni(CN){sub 4}]{sup 2-}based two-dimensional Mn(II) coordination polymer {l_brace}Mn(H{sub 2}O){sub 2}[NiCN]{sub 4}.4H{sub 2}O{r_brace}, in which the coordination layers are stacked on top of each other sandwiching 2D water layer of boat-shaped hexagonal water clusters has been synthesized. The complex exhibits high thermal decomposition temperature and reversible water absorption, which were clearly demonstrated by thermal and PXRD studies on the parent and rehydrated complex after dehydration. - Abstract: A coordination polymer, {l_brace}Mn(H{sub 2}O){sub 2}[NiCN]{sub 4}.4H{sub 2}O{r_brace}{sub n}, showed that the coordination layers are stacked on top of each other sandwiching 2D ice layer of boat-shaped hexagonal water clusters . Display Omitted

  2. Aging Studies of Filled and Unfilled VCE

    SciTech Connect

    Letant, S; Herberg, J; Alviso, C; Small, W; Mulcahy, H; Pearson, M; Wilson, T; Chinn, S; Maxwell, R

    2009-11-10

    This report presents data on the effects of temperature and gamma radiation on the chemical and structural properties of both filled and unfilled VCE material produced by the Kansas City Plant using WR-qualified processes. Thermal effects up to 300 C and gamma irradiation doses of 1 MRad and 25 MRad were investigated under atmospheric conditions. Characterization techniques used in the study comprise Thermogravimetric Analysis (TGA), Differential Scanning Calorimetry (DSC), X-ray Diffraction (XRD), Tensile Testing, Solid Phase MicroExtraction - Gas Chromatography/Mass Spectrometry (SPME-GC/MS), phenol extraction followed by HPLC, and various Nuclear Magnetic Resonance (NMR) techniques including: {sup 13}C, {sup 13}C {l_brace}{sup 1}H{r_brace} cross polarization (CP), {sup 1}H magic angle spinning (MAS), 13C{l_brace}{sup 1}H{r_brace} Wide-line-Separation (2D-WISE) and development of Center band-Only Detection of Exchange (CODEX).

  3. Duchenne muscular dystrophy

    MedlinePlus

    ... and other areas of the body Problems with motor skills (running, hopping, jumping) Frequent falls Trouble getting ... as braces and wheelchairs) to improve mobility Proton pump inhibitors (for people with gastroesophageal reflux) Several new ...

  4. A New Upper Bound for Laplacian Graph Eigenvalues

    SciTech Connect

    Hu Shengbiao

    2008-11-06

    Let G = (V,E) be a graph with vertex set V = {l_brace}v{sub i},V{sub 2},...,v{sub n}{r_brace}. The degree of v{sub i} and the average degree of the adjacent vertices of v{sub i} are denoted by d{sub i} and m{sub v{sub i}}, respectively. In this paper, we prove that max {l_brace}(d{sub v}m{sub v}/d{sub u})+(d{sub u}m{sub u}/d{sub v}):uv(set-membership sign)E{r_brace} is an upper bound for the largest Laplacian eigenvalue of G, the equality holds if G is a d-regular bipartite graph.

  5. 25. VIEW OF EARTHQUAKEDAMAGED TRUSS MEMBER AT #070, SUPPORTED BY ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    25. VIEW OF EARTHQUAKE-DAMAGED TRUSS MEMBER AT #070, SUPPORTED BY TEMPORARY BRACING, LOOKING NORTHEAST TO SOUTHWEST - Oakland Army Base, Transit Shed, East of Dunkirk Street & South of Burma Road, Oakland, Alameda County, CA

  6. Kyphosis

    MedlinePlus

    ... Doctors Do? Braces Surgery en español Cifosis Your spine (backbone) curves forward gently as it runs up ... back. This is normal, and it helps your spine support your head and upper body. Sometimes, though, ...

  7. 7. DETAIL VIEW OF PIN CONNECTION, NORTH WEB, SHOWING FLOOR ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL VIEW OF PIN CONNECTION, NORTH WEB, SHOWING FLOOR BEANS, STRINGERS, LATTICE BRACING, EYEBARS AND DECKING, LOOKING SOUTH - Four Mile Bridge, Spanning Elk River on County Road 42, Steamboat Springs, Routt County, CO

  8. Exact dynamics of finite Glauber-Fock photonic lattices

    SciTech Connect

    Rodriguez-Lara, B. M.

    2011-11-15

    The dynamics of Glauber-Fock lattice of size N is given through exact diagonalization of the corresponding Hamiltonian; the spectra {l_brace}{lambda}{sub k}{r_brace} is given as the roots of the Nth Hermite polynomial, H{sub N}({lambda}{sub k}/{radical}(2))=0, and the eigenstates are given in terms of Hermite polynomials evaluated at these roots. The exact dynamics is used to study coherent phenomena in discrete lattices. Due to the symmetry and spacing of the eigenvalues {l_brace}{lambda}{sub k}{r_brace}, oscillatory behavior is predicted with highly localized spectra, that is, near complete revivals of the photon number and partial recovery of the initial state at given waveguides.

  9. Tandem wheel drop-legs for standard truck trailer

    NASA Technical Reports Server (NTRS)

    Cantwell, W.; Selstad, R.

    1970-01-01

    Tandem wheel drop-leg device provides a semitrailer with fore and aft mobility that allows it to be moved without a prime mover. The modified drop-legs have trunnion dual wheels and an adjustable brace.

  10. Mitigating shear lag in tall buildings

    NASA Astrophysics Data System (ADS)

    Gaur, Himanshu; Goliya, Ravindra K.

    2015-09-01

    As the height of building increases, effect of shear lag also becomes considerable in the design of high-rise buildings. In this paper, shear lag effect in tall buildings of heights, i.e., 120, 96, 72, 48 and 36 stories of which aspect ratio ranges from 3 to 10 is studied. Tube-in-tube structural system with façade bracing is used for designing the building of height 120 story. It is found that bracing system considerably reduces the shear lag effect and hence increases the building stiffness to withstand lateral loads. Different geometric patterns of bracing system are considered. The best effective geometric configuration of bracing system is concluded in this study. Lateral force, as wind load is applied on the buildings as it is the most dominating lateral force for such heights. Wind load is set as per Indian standard code of practice IS 875 Part-3. For analysis purpose SAP 2000 software program is used.

  11. 2. Left to right: coke ovens, wharf with belt conveyor, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. Left to right: coke ovens, wharf with belt conveyor, coal bunker, coke stack, brick quencher, gas holder, view framed by bracing for overhead conveyor. Looking south/southeast - Rouge Steel Company, 3001 Miller Road, Dearborn, MI

  12. AFRD WAREHOUSE, SOUTH SIDE DETAIL, SLIDING DOORS. FACING NORTH. COMPARE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    AFRD WAREHOUSE, SOUTH SIDE DETAIL, SLIDING DOORS. FACING NORTH. COMPARE WITH FIGURES 4 AND 5 IN NARRATIVE REPORT, WHICH SHOW DIAGONAL BRACES BELOW GLAZED SECTION OF DOORS. - Minidoka Relocation Center Warehouse, 111 South Fir Street, Shoshone, Lincoln County, ID

  13. 2. FULL VIEW OF BRIDGE, SHOWING INCLINED END POST (HATTER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. FULL VIEW OF BRIDGE, SHOWING INCLINED END POST (HATTER POST), PORTAL BRACING, AND PORTAL STRUT AT EAST PORTAL, LOOKING WEST - Chester Bridge, Spanning Rock River on Old Marsh Road, East Waupun, Dodge County, WI

  14. Diffraction theory of nanotwin superlattices with low symmetry phase: Application to rhombohedral nanotwins and monoclinic M{sub A} and M{sub B} phases

    SciTech Connect

    Wang, Yu U.

    2007-07-01

    The Brillouin zone-dependent conditions for coherent and adaptive diffractions are formulated. Adaptive diffraction phenomenon of nanotwins is analyzed. Extraordinary Bragg reflection peaks appear and adaptively shift along the conventional twin peak splitting vectors, whose positions are determined by lever rule according to twin variant volume fractions. Analysis of rhombohedral nanotwins shows that the nanotwin superlattices of rhombohedral phase with {l_brace}001{r_brace} and {l_brace}110{r_brace} twin planes diffract incident waves just like monoclinic M{sub A} and M{sub B} phases, respectively, whose lattice parameters are intrinsically related to that of rhombohedral phase. Crystallographic analysis of rhombohedral nanotwins by nanodomain averaging gives the same monoclinic M{sub A} and M{sub B} phases.

  15. 8. DETAIL VIEW OF PIN CONNECTION, NORTH WEB, SHOWING FLOOR ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. DETAIL VIEW OF PIN CONNECTION, NORTH WEB, SHOWING FLOOR BEAM, STRINGERS, LATTICE BRACING, EYEBARS, AND PIN, LOOKING SOUTH - Four Mile Bridge, Spanning Elk River on County Road 42, Steamboat Springs, Routt County, CO

  16. Brittle to ductile transition in cleavage fracture. Final techical report, April 1, 1987--June 30, 1991

    SciTech Connect

    Argon, A.S.; Berg, Q.

    1992-09-30

    The problem of interpretation of fracture transition from brittle to ductile or vice versa is the subject of study. An instrumented tapered double cantilever beam (TDCB) has been developed as a definitive tool in the study of the intrinsic mechanism in single crystalline samples. In this experiment, the crack velocity is directly proportional to actuator velocity. In experiments performed on TDCB shaped Si single crystals, oriented for cleavage on either {l_brace}111{r_brace} or {l_brace}110{r_brace} planes, a number of troubling features of jerky carck extension were encountered. Evidence suggests that nucleation of dislocation loops from crack tip is easier than moving these dislocations away from crack tip. 14 refs, 1 fig.

  17. Brittle to ductile transition in cleavage fracture

    SciTech Connect

    Argon, A.S.; Berg, Q.

    1992-09-30

    The problem of interpretation of fracture transition from brittle to ductile or vice versa is the subject of study. An instrumented tapered double cantilever beam (TDCB) has been developed as a definitive tool in the study of the intrinsic mechanism in single crystalline samples. In this experiment, the crack velocity is directly proportional to actuator velocity. In experiments performed on TDCB shaped Si single crystals, oriented for cleavage on either [l brace]111[r brace] or [l brace]110[r brace] planes, a number of troubling features of jerky carck extension were encountered. Evidence suggests that nucleation of dislocation loops from crack tip is easier than moving these dislocations away from crack tip. 14 refs, 1 fig.

  18. 8. VIEW NORTHWEST OF EAST ELEVATION SOUTH BARREL ARCH. NOTE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. VIEW NORTHWEST OF EAST ELEVATION SOUTH BARREL ARCH. NOTE STONE WORK, 1920 CONCRETE REPAIRS, AND STEEL BRACES ADDED BY THE NATIONAL PARK SERVICE CIRCA 1962. - Chesapeake & Ohio Canal, Conococheague Creek Aqueduct, Milepost 99.80, Williamsport, Washington County, MD

  19. Medical Issues: Orthopedics

    MedlinePlus

    ... kyphosis. Treatment can be through modification of the wheel chair seating system, use of braces and if severe, ... recommend equipment such as special seats, strollers, and wheelchairs. An orthotist. As the name might suggest, a ...

  20. 10. Closeup view, looking east, of vehicular gates in closed ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. Close-up view, looking east, of vehicular gates in closed position and portal truss with knee bracing. (Nov. 30, 1988) - University Heights Bridge, Spanning Harlem River at 207th Street & West Harlem Road, New York County, NY

  1. 97. DETAIL OF FOURTH CATWALK LEVEL SHOWING WEST SIDE, LOOKING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    97. DETAIL OF FOURTH CATWALK LEVEL SHOWING WEST SIDE, LOOKING NORTH, INNER DOME ON RIGHT WITH KNEE BRACE FROM INNER COLUMN TO CROSS BEAM - Maryland State House, State Circle, Annapolis, Anne Arundel County, MD

  2. 7. DETAIL VIEW SHOWING CONNECTION OF BRIDGE COLUMN, TRUSS, TOP ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. DETAIL VIEW SHOWING CONNECTION OF BRIDGE COLUMN, TRUSS, TOP BEAM, AND ARCHED CROSS MEMBER. NOTE KNEE BRACE FOR CROSS MEMBER AND DIAGONAL TENSION BAR - Heber Creeper Railroad Line, Olmstead Bridge, Spanning Provo River, Provo, Utah County, UT

  3. 2. VIEW OF SOUTH AND EAST SIDES OF BUILDING #2300 ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    2. VIEW OF SOUTH AND EAST SIDES OF BUILDING #2300 FACING NORTHWEST. NOTE CURVED KNEE-BRACES ON SUPPORT POSTS. - Medford Service Center, Covered Storage Building, 1319 McAndrews Road, Medford, Jackson County, OR

  4. 18. DRAWING NO. 26 TITLED 'ANGLE LATTICE STRUTS AND KNEE ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    18. DRAWING NO. 26 TITLED 'ANGLE LATTICE STRUTS AND KNEE BRACES,' DATED APRIL 2, 1903 - Mahoning Avenue Pratt Double-Deck Bridge, Spanning Mill Creek at Mahoning Avenue (C.R. 319), Youngstown, Mahoning County, OH

  5. 15. Detail, northeast facade, operator's bow window and tower, showing ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. Detail, northeast facade, operator's bow window and tower, showing knee braces carried on stone ancons used to support eaves, view to northwest, 90mm lens. - Southern Pacific Depot, 559 El Camino Real, San Carlos, San Mateo County, CA

  6. 12. Axial view to north of south portal of truss ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. Axial view to north of south portal of truss span. Repaired compression and sway brace members clearly visible. - Stanislaus River Bridge, Atchison, Topeka & Santa Fe Railway at Stanislaus River, Riverbank, Stanislaus County, CA

  7. 49 CFR 176.69 - General stowage requirements for hazardous materials.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... by paragraph (a) of this section if fire fighting equipment capable of reaching and piercing the... be braced and dunnaged so that they are not likely to be pierced by the dunnage or crushed by...

  8. 49 CFR 176.69 - General stowage requirements for hazardous materials.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... by paragraph (a) of this section if fire fighting equipment capable of reaching and piercing the... be braced and dunnaged so that they are not likely to be pierced by the dunnage or crushed by...

  9. 49 CFR 176.69 - General stowage requirements for hazardous materials.

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... by paragraph (a) of this section if fire fighting equipment capable of reaching and piercing the... be braced and dunnaged so that they are not likely to be pierced by the dunnage or crushed by...

  10. 49 CFR 176.69 - General stowage requirements for hazardous materials.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... by paragraph (a) of this section if fire fighting equipment capable of reaching and piercing the... be braced and dunnaged so that they are not likely to be pierced by the dunnage or crushed by...

  11. 49 CFR 176.69 - General stowage requirements for hazardous materials.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... by paragraph (a) of this section if fire fighting equipment capable of reaching and piercing the... be braced and dunnaged so that they are not likely to be pierced by the dunnage or crushed by...

  12. 8. EAST PORTAL AND DECK VIEW, FROM EAST, SHOWING PORTAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. EAST PORTAL AND DECK VIEW, FROM EAST, SHOWING PORTAL CONFIGURATION AND LATERAL BRACING, STEEL MESH FLOOR, METAL RAILINGS, AND PORTION OF EAST APPROACH - Glendale Road Bridge, Spanning Deep Creek Lake on Glendale Road, McHenry, Garrett County, MD

  13. 15. DETAIL, UNDERSIDE OF DECK, FROM BELOW AND WEST, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. DETAIL, UNDERSIDE OF DECK, FROM BELOW AND WEST, SHOWING STRUCTURAL CONFIGURATION, INCLUDING FLOOR BEAMS, STRINGERS, BRACING, AND STEEL MESH DECK - Glendale Road Bridge, Spanning Deep Creek Lake on Glendale Road, McHenry, Garrett County, MD

  14. 7. WEST PORTAL AND DECK VIEW, FROM WEST, SHOWING PORTAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. WEST PORTAL AND DECK VIEW, FROM WEST, SHOWING PORTAL CONFIGURATION AND LATERAL BRACING, STEEL MESH FLOOR, AND METAL RAILINGS - Glendale Road Bridge, Spanning Deep Creek Lake on Glendale Road, McHenry, Garrett County, MD

  15. 10. EYEBAR PIN CONNECTION JOINING VERTICAL SUSPENSION STRINGER WITH LATERAL ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    10. EYEBAR PIN CONNECTION JOINING VERTICAL SUSPENSION STRINGER WITH LATERAL BRACING MEMBERS - Spruce Street Bridge, East Spruce Street, 500 Block, spanning Power Canal, Sault Ste. Marie, Chippewa County, MI

  16. 13. UNDERSIDE OF THROUGHWAY SHOWING MAIN CHORDS, SUSPENSION EYEBAR PIN ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. UNDERSIDE OF THROUGHWAY SHOWING MAIN CHORDS, SUSPENSION EYE-BAR PIN CONNECTORS, LOWER CHORD EYEBARS AND LATERAL BRACING MEMBERS - Spruce Street Bridge, East Spruce Street, 500 Block, spanning Power Canal, Sault Ste. Marie, Chippewa County, MI

  17. 9. South abutment, detail of collapsed east wing wall; also ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. South abutment, detail of collapsed east wing wall; also detail of bottom lateral bracing and stringers; looking southeast - Dodd Ford Bridge, County Road 147 Spanning Blue Earth River, Amboy, Blue Earth County, MN

  18. 3. East side, details of north half of east web; ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    3. East side, details of north half of east web; also details of roadway, railing and overhead bracing; looking northeast - Dodd Ford Bridge, County Road 147 Spanning Blue Earth River, Amboy, Blue Earth County, MN

  19. Biomineralization: Systematics of organic-directed controls on carbonate growth morphologies and kinetics determined by in situ AFM. Final report

    SciTech Connect

    Dove, P.M.

    1998-12-01

    During the three years of this project, tremendous progress has been made in understanding the microscopic kinetic controls on calcite growth and in investigations of amino acid controls on modifying crystal growth and dissolution. The project began with a focus on the aspartate-calcite system because previous studies have found that acidic matrix macromolecules involved in the regulation of biological crystal growth usually contain aspartic acid-rick domains. Indeed, several studies have shown that aspartate (Asp) modifies the growth morphology of calcite. Aspartate-rich proteins and {beta}-sheet polyaspartate adsorbed on sulfonated polystyrene surfaces were shown to stabilize {l_brace}0001{r_brace} growth surfaces. It was also shown that aspartate also stabilizes the prismatic {l_brace}1{bar 1}00{r_brace} growth forms. For the first time, the author has an understanding of the microscopic controls of aspartate on growth and dissolution.

  20. 29 CFR 1926.854 - Removal of walls, masonry sections, and chimneys.

    Code of Federal Regulations, 2014 CFR

    2014-07-01

    ... progresses downward. (g) Walkways or ladders shall be provided to enable employees to safely reach or leave... structures, shall not be demolished until such earth has been properly braced or adjoining structures...

  1. Polymorphic transformation of dense ZnO nanoparticles: Implications for chair/boat-type Peierls distortions of AB semiconductor

    SciTech Connect

    Chen, S.-Y.; Shen Pouyan; Jiang Jianzhong

    2004-12-08

    Peierls distortion path was proved experimentally for dense ZnO nanoparticles prepared by static compression. Electron irradiation caused rock salt (R) to wurtzite (W) transition, following preferential (11-bar1){sub R}//(01-bar11){sub W}; [011]{sub R}//[1-bar21-bar3]{sub W} and then transformation strain induced (111-bar){sub R}//(1-bar011){sub W}; [011]{sub R}//[011-bar1]{sub W}. The two relationships can be rationalized by specified extent of chair- and boat-type Peierls distortions accompanied with band gap opening and intermediate {l_brace}111{r_brace}{sub R} slip for energetically favorable {l_brace}111{r_brace}{sub R}/(01-bar11){sub W} match.

  2. 9. OBLIQUE VIEW, NORTH PORTAL AND TIMBER DECK, FROM NORTHWEST, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. OBLIQUE VIEW, NORTH PORTAL AND TIMBER DECK, FROM NORTHWEST, SHOWING INCLINED ENDPOSTS, OVERHEAD BRACING, VERTICALS OF EASTTRUSS PANELS, EAST RAILING, AND TRANSVERSE DECK PLANKS - River Road Bridge, Crossing Casselman River on Casselman River Road, Grantsville, Garrett County, MD

  3. Morphology, Structure, and Chemistry of Nanoclusters in a Mechanically-Alloyed Nanostructured Ferritic Steel

    SciTech Connect

    Brandes, Matthew C; Kovarik, L.; Miller, Michael K; Mills, Michael J.

    2012-01-01

    Nanostructured ferritic steels have excellent elevated temperature strengths, creep resistances, and radiation tolerances due to the presence of a high density of Ti-Y-O-enriched nanoclusters. The compositions, morphologies, and structures of the smallest of these nanoclusters with maximum dimensions of {approx}2-4 nm were investigated in alloy 14YWT by high-resolution scanning transmission electron microscopy and atom probe tomography. Nanoclusters are found to be coherent with truncated rhombic dodecahedron morphologies defined by the {l_brace}100{r_brace} and {l_brace}110{r_brace} planes in the Fe matrix. Particles have compositions rich in Ti, O, Y, and Cr that are inconsistent with known oxide structures. The smallest nanoclusters appear to lack an identifiable crystal structure. Both nano-diffraction and focal series imaging through the sample thickness suggest that they are amorphous.

  4. View of West end of central lift span truss web ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    View of West end of central lift span truss web of Tensaw River Bridge, showing web brace of lift girder superstructure, looking west - Tensaw River Lift Bridge, Spanning Tensaw River at U.S. Highway 90, Mobile, Mobile County, AL

  5. 26. INTERIOR VIEW SHOWING ROW OF TIMBER SUPPORT TOWERS BUILT ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    26. INTERIOR VIEW SHOWING ROW OF TIMBER SUPPORT TOWERS BUILT AS TEMPORARY TRUSS REINFORCEMENT (NOTE STEEL STRUCTURES ATOP TIMBER BRACING) - Oakland Army Base, Transit Shed, East of Dunkirk Street & South of Burma Road, Oakland, Alameda County, CA

  6. 12. OVERALL VIEW OF PANEL 4 FROM BENEATH THE BRIDGE, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    12. OVERALL VIEW OF PANEL 4 FROM BENEATH THE BRIDGE, SHOWING MAIN GIRDERS, FLOOR BEAMS & STRINGERS, LATERAL BRACING, AND PIERS 3 & 2, LOOKING EAST Ryan & Harms - Benton Street Bridge, Spanning Iowa River at Benton Street, Iowa City, Johnson County, IA

  7. 6. West side, details of west truss web and floorbeam ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. West side, details of west truss web and floor-beam bracing by steel plates and steel rod; looking northeast - Bridge No. 92101, Spanning Pike River at County Highway 373, Embarrass, St. Louis County, MN

  8. 7. VIEW, LOOKING NORTHEAST, SHOWING REAR TBRACE. Photocopy of photograph. ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    7. VIEW, LOOKING NORTHEAST, SHOWING REAR T-BRACE. Photocopy of photograph. Susan Kardas, photographer, December 1984 - Shooters Island, Ships Graveyard, Vessel No. 37, Newark Bay, Staten Island (subdivision), Richmond County, NY

  9. 13. DETAIL OF END POST UPPER CHORD CONNECTION, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    13. DETAIL OF END POST - UPPER CHORD CONNECTION, SHOWING PORTAL STRUT, LATERAL BRACING AND DIAGONAL. VIEW TO NORTHWEST. - Whispering Pines Bridge, Spanning East Verde River at Forest Service Control Road, Payson, Gila County, AZ

  10. 14. DETAIL OF TYPICAL UPPER CHORD VERTICAL CONNECTION, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. DETAIL OF TYPICAL UPPER CHORD - VERTICAL CONNECTION, SHOWING STRUT, LATERAL BRACING AND DIAGONALS. VIEW TO NORTHEAST. - Whispering Pines Bridge, Spanning East Verde River at Forest Service Control Road, Payson, Gila County, AZ

  11. Finding Weakness in Jihadist Propaganda

    DTIC Science & Technology

    2007-05-01

    one we are in now, the center of gravity is the ideology itself. Ethics 7 Hannah Arendt ...www.pbs.org/wgbh/pages/frontline/shows/saudi/analyses/madrassas.html. Arendt , Hannah , The Origins of Totalitarianism, (New York: Hartcourt Brace

  12. INTERIOR VIEW OF ROOF OF LANTERN THAT HOLDS THE LIGHT, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    INTERIOR VIEW OF ROOF OF LANTERN THAT HOLDS THE LIGHT, SHOWING BRACING THAT HELD THE FORMER FRESNEL LENS IN PLACE - Cape Hatteras Lighthouse, Point of Cape Hatteras, access road from Route 12, Buxton, Dare County, NC

  13. 42 CFR 414.202 - Definitions.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... subsequent to each cataract surgery with insertion of an intraocular lens; and (3) Leg, arm, back, and neck braces, and artificial legs, arms, and eyes, including replacements if required because of a change...

  14. 42 CFR 414.202 - Definitions.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... subsequent to each cataract surgery with insertion of an intraocular lens; and (3) Leg, arm, back, and neck braces, and artificial legs, arms, and eyes, including replacements if required because of a change...

  15. NASA Technology Benefits Orthotics

    NASA Technical Reports Server (NTRS)

    Myers, Neill; Shadoan, Michael

    1998-01-01

    Engineers at NASA's Marshall Space Flight Center (MSFC) in Huntsville, Alabama have designed a knee brace to aid in the rehabilitation of medical patients. The device, called the Selectively Lockable Knee Brace, was designed for knee injury and stroke patients but may potentially serve in many more patient applications. Individuals with sports related injuries, spinal cord injuries and birth defects, such as spina bifida, may also benefit from the device. The Selectively Lockable Knee Brace is designed to provide secure support to the patient when weight is applied to the leg; however; when the leg is not supporting weight, the device allows free motion of the knee joint. Braces currently on the market lock the knee in a rigid, straight or bent position, or by manually pulling a pin, allow continuous free joint motion.

  16. Reducing the duality gap in partially convex programming

    SciTech Connect

    Correa, R.

    1994-12-31

    We consider the non-linear minimization program {alpha} = min{sub z{element_of}D, x{element_of}C}{l_brace}f{sub 0}(z, x) : f{sub i}(z, x) {<=} 0, i {element_of} {l_brace}1, ..., m{r_brace}{r_brace} where f{sub i}(z, {center_dot}) are convex functions, C is convex and D is compact. Following Ben-Tal, Eiger and Gershowitz we prove the existence of a partial dual program whose optimum is arbitrarily close to {alpha}. The idea, corresponds to the branching principle in Branch and Bound methods. We describe such a kind of algorithm for obtaining the desired partial dual.

  17. DC motor proportional control system for orthotic devices

    NASA Technical Reports Server (NTRS)

    Blaise, H. T.; Allen, J. R.

    1972-01-01

    Multi-channel proportional control system for operation of dc motors for use with externally-powered orthotic arm braces is described. Components of circuitry and principles of operation are described. Schematic diagram of control circuit is provided.

  18. Spinal Cord Injury Prevention Tips

    MedlinePlus

    ... knee and elbow pads, wrist braces, and gloves. Swimming/diving prevention tips • Do not dive in water ... all rules and warning signs at water parks, swimming pools, and public beaches. • The first time you ...

  19. 6. DETAIL VIEW OF INTERIOR OF NORTH SPAN, SHOWING LOWER ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    6. DETAIL VIEW OF INTERIOR OF NORTH SPAN, SHOWING LOWER BRACING, LOOKING FROM NORTHEAST TO SOUTHWEST - Marathon City Bridge, Spanning Big Rib River, on state Trunk Highway 107, Marathon, Marathon County, WI

  20. 77 FR 34870 - Airworthiness Directives; Bombardier, Inc. Airplanes

    Federal Register 2010, 2011, 2012, 2013, 2014

    2012-06-12

    ... fractures of the side-brace fitting shafts of the MLG, and possible collapse of the MLG. DATES: We must... shaft of the main landing gear (MLG), due to corrosion. We are issuing this AD to prevent fractures...

  1. 20. VIEW LOOKING SOUTHWEST OF NORTH PONY TRUSS; SHOWING INCLINED ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    20. VIEW LOOKING SOUTHWEST OF NORTH PONY TRUSS; SHOWING INCLINED END POST, HIP VERTICAL, VERTICAL POSTS, DIAGONALS, AND COUNTER BRACING - Boyleston Bridge, Spanning Skunk River, Lowell, Henry County, IA

  2. Detail from roadbed showing sprocket teeth in rolling segment and ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Detail from roadbed showing sprocket teeth in rolling segment and typical lateral bracing. View south - New York, New Haven & Hartford Railroad, Fort Point Channel Rolling Lift Bridge, Spanning Fort Point Channel, Boston, Suffolk County, MA

  3. Adventures in Manipulation

    ERIC Educational Resources Information Center

    Christensen, Bonniejean

    1971-01-01

    Objects to an alleged misrepresentation and inaccurate presentation of a J. R. R. Tolkien quotation in "Adventures in Reading" (Harcourt, Brace & World, 1969), a ninth grade literature anthology. (RD)

  4. Removable fastener for large structures

    NASA Technical Reports Server (NTRS)

    Thulson, M. D.

    1979-01-01

    Frame clamps lateral braces for assembling trusses, scaffolds, and other structures. Although approach originally proposed for assembling antennas and solar arrays in space, method is useful in temporary structures which require fastening before they are permanently welded or bonded.

  5. 49 CFR 214.109 - Scaffolding.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... unit does not meet this requirement, suitable outrigger frames shall be employed to achieve this least base dimension, or equivalent provisions shall be made to guy or brace the unit against tipping....

  6. Reality of Retainers

    MedlinePlus

    ... The most common reason is to help your teeth stay set in their new positions after wearing braces . It's important to wear your retainer because as your body grows, your teeth do some shifting. The retainer helps to control ...

  7. Three new extended Preyssler-type polyoxometalates modified by transition metal-2,2 Prime -biimidazole complexes

    SciTech Connect

    Yang, Chun-Yue; Zhang, Lan-Cui; Wang, Zan-Jiao; Wang, Lin; Li, Xiao-Hui; Zhu, Zai-Ming

    2012-10-15

    Three extended Preyssler-type ({l_brace}P{sub 5}W{sub 30}{r_brace}) polyoxometalates modified by transition metal (TM)-2,2 Prime -biimidazole (abbreviated as H{sub 2}biim) complexes, namely [Mn(H{sub 2}biim){sub 3}]{sub 5}H{sub 2}[{l_brace}Mn(H{sub 2}biim){sub 2}(H{sub 2}O){r_brace} (NaP{sub 5}W{sub 30}O{sub 110})]{center_dot}39H{sub 2}O (1), [{l_brace}(H{sub 2}biim){sub 2}Zn({mu}-OH)Zn(H{sub 2}biim)({mu}-H{sub 2}biim)Zn(H{sub 2}biim)(H{sub 2}O){r_brace}{sub 2}H{sub 4}(NaP{sub 5}W{sub 30}O{sub 110})]{center_dot}22 H{sub 2}O (2), and {l_brace}(H{sub 4}biim){sub 18}NaH{sub 5}[({mu}-Fe(H{sub 3}biim)(H{sub 2}O){sub 3})({mu}-Fe(H{sub 2}O){sub 4})(NaP{sub 5}W{sub 30}O{sub 110}){sub 2}]{sub 2}{center_dot}78H{sub 2}O{r_brace}{sub n} (3) have been hydrothermally synthesized, and characterized by physicochemical and spectroscopic methods. Their catalytic activities have been investigated. 1 contains mono-supporting {l_brace}P{sub 5}W{sub 30}{r_brace} anions. In compound 2, a {l_brace}P{sub 5}W{sub 30}{r_brace} anion is bi-supported by two symmetrical chains constructed by trinuclear zinc complexes. Compound 3 is composed of infinite 1-D zigzag chains built up of {l_brace}P{sub 5}W{sub 30}{r_brace} polyoxoanions linked via [Fe(H{sub 2}O){sub 4}]{sup 3+} and [Fe(H{sub 3}biim)(H{sub 2}O){sub 3}]{sup 4+} fragments. H{sub 2}biim ligands adopt three coordination modes in the structure. All these compounds have 3-D supramolecular frameworks via extensive hydrogen-bonding interactions. - Graphical abstract: Three new extended Preyssler-type polyoxometalates modified by TM-2,2 Prime -biimidazole complexes are obtained, they display high thermal stabilities. Highlights: Black-Right-Pointing-Pointer Three new extended Preyssler-type polyoxometalates were hydrothermally synthesized. Black-Right-Pointing-Pointer An interesting trinuclear zinc-2,2 Prime -biimidazole-polyanion complex was obtained. Black-Right-Pointing-Pointer The huge {l_brace}P{sub 5}W{sub 30}{r_brace} clusters were

  8. Arch & Chord Joint Detail; Crossbracing Center Joint Detail; Chord, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Arch & Chord Joint Detail; Crossbracing Center Joint Detail; Chord, Panel Post, Tie & Diagonal Brace Joint Detail; Chord, Panel Post, Tie & Crossbracing Joint Detail - Dunlapsville Covered Bridge, Spanning East Fork Whitewater River, Dunlapsville, Union County, IN

  9. Chord, Horizontal Tie Bar & Crossbracing Joint Details; Crossbracing Center ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    Chord, Horizontal Tie Bar & Crossbracing Joint Details; Crossbracing Center Joint Detail; Chord, Panel Posts, Braces & Counterbrace Joint Detail - Brownsville Covered Bridge, Spanning East Fork Whitewater River (moved to Eagle Creek Park, Indianapolis), Brownsville, Union County, IN

  10. 9. GENERAL VIEW OF THE CENTRAL PORTION OF VIADUCT SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. GENERAL VIEW OF THE CENTRAL PORTION OF VIADUCT SHOWING PIERS, FLOOR SYSTEM AND LATERAL BRACING, LOOKING WEST. - Grand Avenue Viaduct, U.S. Highway 20, Business & State Highway 12, Sioux City, Woodbury County, IA

  11. Overview of Tooth Disorders

    MedlinePlus

    ... Occlusion Braces Orthodontic bands and wires or appliances Cap Crown Cavities Caries Cleaning Prophylaxis Eye teeth Canines ... teeth. Chronic snorting of cocaine and use of methamphetamines can cause abnormal changes in enamel. Swimmers who ...

  12. Cosmetic Dentistry

    MedlinePlus

    If you have stained, broken or uneven teeth, cosmetic dentistry can help. Cosmetic dentistry is different from orthodontic treatment, which can straighten your teeth with braces or other devices. Cosmetic dental procedures include Bleaching to make teeth whiter ...

  13. 78 FR 45990 - Vogtle Electric Generating Station, Units 3 and 4; Southern Nuclear Operating Company; Change to...

    Federal Register 2010, 2011, 2012, 2013, 2014

    2013-07-30

    ... requests to revise the design of the bracing used to support the Turbine Building structure. This request... application complies with the standards and requirements of the Atomic Energy Act of 1954, as amended (the...

  14. 9. Detail of east web of bridge, showing end post, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    9. Detail of east web of bridge, showing end post, verticals, diagonals and lateral bracing. View to southwest. - Lupus Bridge, Spanning Splice Creek at Moniteau County Road 4, Lupus, Moniteau County, MO

  15. Au impact on GaAs epitaxial growth on GaAs (111){sub B} substrates in molecular beam epitaxy

    SciTech Connect

    Liao, Zhi-Ming; Chen, Zhi-Gang; Xu, Hong-Yi; Guo, Ya-Nan; Sun, Wen; Zhang, Zhi; Yang, Lei; Lu, Zhen-Yu; Chen, Ping-Ping; Lu, Wei; Zou, Jin

    2013-02-11

    GaAs growth behaviour under the presence of Au nanoparticles on GaAs {l_brace}111{r_brace}{sub B} substrate is investigated using electron microscopy. It has been found that, during annealing, enhanced Ga surface diffusion towards Au nanoparticles leads to the GaAs epitaxial growth into {l_brace}113{r_brace}{sub B} faceted triangular pyramids under Au nanoparticles, governed by the thermodynamic growth, while during conventional GaAs growth, growth kinetics dominates, resulting in the flatted triangular pyramids at high temperature and the epitaxial nanowires growth at relatively low temperature. This study provides an insight of Au nanoparticle impact on GaAs growth, which is critical for understanding the formation mechanisms of semiconductor nanowires.

  16. National Military Family Association

    MedlinePlus

    ... have good news and bad news for military families. MORE Military Families Brace for What’s Next In Syria President Trump ordered an airstrike in Syria leaving military families wondering what's next. More April is the Month ...

  17. 42 CFR 410.36 - Medical supplies, appliances, and devices: Scope.

    Code of Federal Regulations, 2013 CFR

    2013-10-01

    ... eyeglasses or conventional contact lenses furnished after each cataract surgery during which an intraocular lens is inserted. (3) Leg, arm, back, and neck braces and artificial legs, arms, and eyes,...

  18. 42 CFR 410.36 - Medical supplies, appliances, and devices: Scope.

    Code of Federal Regulations, 2012 CFR

    2012-10-01

    ... eyeglasses or conventional contact lenses furnished after each cataract surgery during which an intraocular lens is inserted. (3) Leg, arm, back, and neck braces and artificial legs, arms, and eyes,...

  19. 42 CFR 410.36 - Medical supplies, appliances, and devices: Scope.

    Code of Federal Regulations, 2011 CFR

    2011-10-01

    ... eyeglasses or conventional contact lenses furnished after each cataract surgery during which an intraocular lens is inserted. (3) Leg, arm, back, and neck braces and artificial legs, arms, and eyes,...

  20. 42 CFR 410.36 - Medical supplies, appliances, and devices: Scope.

    Code of Federal Regulations, 2010 CFR

    2010-10-01

    ... eyeglasses or conventional contact lenses furnished after each cataract surgery during which an intraocular lens is inserted. (3) Leg, arm, back, and neck braces and artificial legs, arms, and eyes,...

  1. 42 CFR 410.36 - Medical supplies, appliances, and devices: Scope.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... eyeglasses or conventional contact lenses furnished after each cataract surgery during which an intraocular lens is inserted. (3) Leg, arm, back, and neck braces and artificial legs, arms, and eyes,...

  2. 42 CFR 414.202 - Definitions.

    Code of Federal Regulations, 2014 CFR

    2014-10-01

    ... contact lenses furnished subsequent to each cataract surgery with insertion of an intraocular lens; and (3) Leg, arm, back, and neck braces, and artificial legs, arms, and eyes, including replacements...

  3. Climate science hit by job cuts

    NASA Astrophysics Data System (ADS)

    Randall, Ian

    2016-03-01

    Climate researchers in Australia are bracing themselves for heavy job cuts as the country's national scientific agency - the Commonwealth Scientific and Industrial Research Organisation (CSIRO) - said last month it will reprioritize towards innovation.

  4. 15. DETAIL VIEW OF UPPER CHORD ON 1886 TRUSS, SHOWING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. DETAIL VIEW OF UPPER CHORD ON 1886 TRUSS, SHOWING ENDPOST, PORTAL STRUT, LATERAL BRACING, HIP VERTICAL AND DIAGONAL, LOOKING NORTHEAST - Sixth Street Viaduct, Spanning Burlington Northern Railroad & Valley Street, Burlington, Des Moines County, IA

  5. 8. Detail of northeast inclined endpost, hip vertical, upper chord, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    8. Detail of northeast inclined endpost, hip vertical, upper chord, and portal bracing; looking north/northeast - Brosseau Road Bridge, County Road 694 spanning Cloquet at River, Burnett, St. Louis County, MN

  6. 15. DETAIL OF UNDERSIDE OF BRIDGE, SHOWING GIRDER, BEARING SHOE, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    15. DETAIL OF UNDERSIDE OF BRIDGE, SHOWING GIRDER, BEARING SHOE, FLOOR BEAM, STRINGER AND LATERAL BRACING. VIEW TO NORTHWEST. - Rio Puerco Bridge, Mainline Road, spanning Rio Puerco, Holbrook, Navajo County, AZ

  7. 14. DETAIL OF UNDERSIDE OF BRIDGE, SHOWING GIRDERS, BEARING SHOES, ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    14. DETAIL OF UNDERSIDE OF BRIDGE, SHOWING GIRDERS, BEARING SHOES, FLOOR BEAMS, STRINGERS, LATERAL BRACING AND CONCRETE DECK. VIEW TO NORTH. - Rio Puerco Bridge, Mainline Road, spanning Rio Puerco, Holbrook, Navajo County, AZ

  8. 16. DETAIL OF SOUTH ABUTMENT, SHOWING GIRDER, CYLINDRICAL FIXED BEARING ...

    Library of Congress Historic Buildings Survey, Historic Engineering Record, Historic Landscapes Survey

    16. DETAIL OF SOUTH ABUTMENT, SHOWING GIRDER, CYLINDRICAL FIXED BEARING SHOE AND LATERAL BRACING. VIEW TO SOUTHWEST. - Rio Puerco Bridge, Mainline Road, spanning Rio Puerco, Holbrook, Navajo County, AZ

  9. Treatment & Coping

    MedlinePlus

    ... the deformity. This is generally achieved by placing metal implants onto the spine that are then attached ... elastic straps, Velcro, and various smaller plastic or metal pieces to put the brace into the shape ...

  10. CP Violation in Tau to K* Decays

    SciTech Connect

    Hodgkinson, Mark; /Manchester U.

    2006-03-10

    A sample of {tau}{sup {+-}} {yields} K*{sup {+-}} decays with K*{sup {+-}} {yields} K{sub S}{sup 0}{pi}{sup {+-}} and K{sub S}{sup 0} {yields} {pi}{sup +}{pi}{sup -}, using 123.4 fb{sup -1} of data collected by the BaBar detector at the Stanford Linear Accelerator Center, is used to search for a direct CP violation effect in the charged Higgs sector. No evidence of CP violation is found and the imaginary part of the charged Higgs coupling, {l_brace}Im{r_brace}({Lambda}), in the Multi-Higgs-Doublet-Model is found to be at -0.284 < {l_brace}Im{r_brace}({Lambda}) < 0.200 at 90% Confidence Level. In addition the installation of the kk2f Monte Carlo generator into the BaBar software framework is described.

  11. Anterior cruciate ligament (ACL) injury

    MedlinePlus

    ... proper techniques when playing sports or exercising. Some college sports programs teach athletes how to reduce stress placed on the ACL. The use of knee braces during vigorous athletic activity ( ...

  12. (FIELD) SYMMETRIZATION SELECTION RULES

    SciTech Connect

    P. PAGE

    2000-08-01

    QCD and QED exhibit an infinite set of three-point Green's functions that contain only OZI rule violating contributions, and (for QCD) are subleading in the large N{sub c} expansion. We prove that the QCD amplitude for a neutral hybrid {l_brace}1,3,5. . .{r_brace}{+-} exotic current to create {eta}{pi}{sup 0} only comes from OZI rule violating contributions under certain conditions, and is subleading in N{sub c}.

  13. Proceedings: USACERL/ASCE First Joint Conference on Expert Systems, 29-30 June 1988

    DTIC Science & Technology

    1989-01-01

    submitted for Texas Instruments competition, 1988 Arciszewski T., Wind Bracings in the Form of Belt Truss Systems in Steel Skeleton Structures of Tall...engineering. An inductive system was used to generate of decision rules to determinate the feasibility of different types of wind bracings in tall...steel trusses composed of large -diameter pipes. 9 In our example, a quality control problem in the manufacture of structural components is used to show

  14. Rehabilitation device with variable resistance and intelligent control

    PubMed Central

    Dong, Shufang; Lu, Ke-Qian; Sun, J.Q.; Rudolph, Katherine

    2008-01-01

    Resistance exercise has been widely reported to have positive rehabilitation effects for patients with neuromuscular and orthopaedic conditions. This paper presents an optimal design of magneto-rheological fluid dampers for variable resistance exercise device in the form of a knee brace. An intelligent supervisory control for regulating the resistive force or torque of the knee brace has also been studied. The device provides both isometric and isokinetic strength training for the knee. PMID:15694609

  15. Spin State, Structure, and Reactivity of Terminal Oxo and Dioxygen Complexes of the (PNP)Rh Moiety

    SciTech Connect

    Verat, A.Y.; Fan, H.; Pink, M.; Chen, Y.-S.; Caulton, K.G.

    2011-12-14

    [Rh{sup III}H{l_brace}(tBu{sub 2}PCH{sub 2}SiMe{sub 2}NSiMe{sub 2}CH{sub 2}PtBu{l_brace}CMe{sub 2}CH{sub 2}{r_brace}){r_brace}], ([RhH(PNP*)]), reacts with O{sub 2} in the time taken to mix the reagents to form a 1:1 {eta}{sub 2}-O{sub 2} adduct, for which O-O bond length is discussed with reference to the reducing power of [RhH(PNP*)]; DFT calculations faithfully replicate the observed O-O distance, and are used to understand the oxidation state of this coordinated O{sub 2}. The reactivity of [Rh(O{sub 2})(PNP)] towards H{sub 2}, CO, N{sub 2}, and O{sub 2} is tested and compared to the associated DFT reaction energies. Three different reagents effect single oxygen atom transfer to [RhH(PNP*)]. The resulting [RhO(PNP)], characterized at and above -60 C and by DFT calculations, is a ground-state triplet, is nonplanar, and reacts, above about +15 C, with its own tBu CH bond, to cleanly form a diamagnetic complex, [Rh(OH){l_brace}N(SiMe{sub 2}CH{sub 2}PtBu{sub 2})(SiMe{sub 2}CH{sub 2}PtBu{l_brace}CMe{sub 2}CH{sub 2}{r_brace}){r_brace}].

  16. Applicability of Visual Analytics to Defence and Security Operations

    DTIC Science & Technology

    2011-06-01

    IEEE. Koffka, K. (1935), Principles of Gestalt Psychology , Harcourt Brace, New York. Kohlhammer, J. and Keim, D. (2007), Visual Analytics in...Forms, in A Source Book of Gestalt Psychology , W. D. Ellis (ed), p. 71-88, Harcourt Brace. Willems, N., Watering, H.v.d. and Wijk, J.J.v. (2009...The Gestalt laws of organization describe how people perceive visual components as organized patterns or wholes, instead of many different parts

  17. The effect of orthotic devices on knee adduction moment, pain and function in medial compartment knee osteoarthritis: a literature review.

    PubMed

    Baghaei Roodsari, Roshanak; Esteki, Ali; Aminian, Gholamreza; Ebrahimi, Ismaeil; Mousavi, Mohammad Ebramim; Majdoleslami, Basir; Bahramian, Fatemeh

    2016-03-15

    Background Knee braces and foot orthoses are commonly used to improve knee adduction moment, pain and function in subjects with knee osteoarthritis (OA). However, no literature review has been performed to compare the effects of foot orthoses and knee braces in this group of patients. Purpose The aim of this review was to evaluate the effects of foot orthoses and knee braces on knee adduction moment, pain and function in individuals with knee OA. Study design Literature review. Method The search strategy was based on the Population Intervention Comparison Outcome method. A search was performed in PubMed, Science Direct, Google Scholar and ISI web of knowledge databases using the PRISMA method and based on selected keywords. Thirty-one related articles were selected for final evaluation. Results The results of the analysis of these studies demonstrated that orthotic devices reduce knee adduction moment and also improve pain and function in individuals with knee OA. Conclusion Foot orthoses may be more effective in improving pain and function in subjects with knee OA. Both knee braces and foot orthoses reduce the knee adduction moment in knee OA and consequently patients typically do not need to use knee braces for a long period of time. Also, foot orthoses and knee braces may be more effective for medial compartment knee OA patients due to the fact that this treatment helps improve pain and function. Implications for Rehabilitation Knee braces and foot orthoses are commonly used for improving knee adduction moment, pain and function in subjects with knee osteoarthritis (OA). Orthotic devices can reduce knee adduction moment, pain and improve function in knee OA. The combined use of a knee braces and foot orthoses can provide more improvement in knee adduction moment, reduced pain and increased function.

  18. Airbase Structural Facility Postattack Recovery - FOAL EAGLE demonstration

    DTIC Science & Technology

    1993-04-01

    glued laminated timber (glulam) repair column by a light-gage steel column recently developed to brace concrete formwork (11). E. TEST DESCRIPTION...steel column recently developed to brace concrete formwork (11). Upon completion of the FOAL EAGLE facility recovery demonstration, the Osan AB BCE...concrete formwork . The product, called ’Super-Stud’" m and manufactured by the Economy Forms Corporation (EFCO), of Des Moines, IA, turned out to be a very

  19. Deflection test results on D0 Run IIB stave

    SciTech Connect

    Lanfranco, Giobatta; /Fermilab

    2003-09-01

    The D0 RunIIb final design stave has been tested to verify its actual mechanical performance. The effectiveness of four G-11 (fiberglass/epoxy) braces to bridge the two channels has been investigated as well. All staves have met the goal stiffness for the silicon area. The stave mockups with braces have shown excellent stiffness in complete agreement with what theoretically calculated.

  20. Synthesis and Characterization of Et2NM OB[Si(OtBu)3]2 3 (M=Zr,Hf) Molecular Precursors to Zr/B/Si/O and Hf/B/Si/O Materials

    SciTech Connect

    Fujdala, Kyle L.; Tilley, T. Don

    2005-03-18

    Two new transition metal complexes containing the -OB[OSi(OtBu)3]2 ligand, Et2NM{l_brace}OB[OSi(OtBu)3]2{r_brace}3 (M = Zr, Hf), are reported. These species are the 4th and 5th examples of complexes containing this recently reported borosiloxide ligand. Their use as potential molecular precursors to multi-component oxide materials via the thermolytic molecular precursor (TMP) method is discussed.