NASA Astrophysics Data System (ADS)
Kandemir-Yucel, A.; Tavukcuoglu, A.; Caner-Saltik, E. N.
2007-01-01
The infrared thermography (IRT) and the ultrasonic velocity measurements (UVM) promise to be particularly important to assess the state of deterioration and the adequacy of the boundary and microclimatic conditions for timber elements. These non-destructive methods supported by laboratory analyses of timber samples were conducted on a 13th century monument, Aslanhane Mosque in Ankara, Turkey. The combined interpretation of the results was done to assess the condition of structural timber elements in terms of their state of preservation, the dampness problems and the recent incompatible repairs affecting them. Results indicated that moist areas in the structure were associated with roof drainage problems and the repairs undertaken with cement-based mortars and plasters and oil-based paints. Juxtaposition of the IRT and UVM together with laboratory analyses was found to be useful to assess the soundness of timber, enhanced the accuracy and effectiveness of the survey and facilitated to build up the urgent and long-term conservation programs.
Feasibility Investigation into Strengthening of Timber Bridge Stringers
2007-05-01
life . They exhibit several types of damage, which occurs in their structural elements such as timber stringers. The most commonly encountered damage...United States are nearing, or at the end of their service life , which means they exhibit several types of damage. This occurs mostly on structural... life of a timber bridge is approximately 30–40 years, the majority of timber bridges in the United States are nearing the end of their service life
NASA Astrophysics Data System (ADS)
Hopkin, D. J.; El-Rimawi, J.; Lennon, T.; Silberschmidt, V. V.
2011-07-01
The advent of the structural Eurocodes has allowed civil engineers to be more creative in the design of structures exposed to fire. Rather than rely upon regulatory guidance and prescriptive methods engineers are now able to use such codes to design buildings on the basis of credible design fires rather than accepted unrealistic standard-fire time-temperature curves. Through this process safer and more efficient structural designs are achievable. The key development in enabling performance-based fire design is the emergence of validated numerical models capable of predicting the mechanical response of a whole building or sub-assemblies at elevated temperature. In such a way, efficiency savings have been achieved in the design of steel, concrete and composite structures. However, at present, due to a combination of limited fundamental research and restrictions in the UK National Annex to the timber Eurocode, the design of fire-exposed timber structures using numerical modelling techniques is not generally undertaken. The 'fire design' of timber structures is covered in Eurocode 5 part 1.2 (EN 1995-1-2). In this code there is an advanced calculation annex (Annex B) intended to facilitate the implementation of numerical models in the design of fire-exposed timber structures. The properties contained in the code can, at present, only be applied to standard-fire exposure conditions. This is due to existing limitations related to the available thermal properties which are only valid for standard fire exposure. In an attempt to overcome this barrier the authors have proposed a 'modified conductivity model' (MCM) for determining the temperature of timber structural elements during the heating phase of non-standard fires. This is briefly outlined in this paper. In addition, in a further study, the MCM has been implemented in a coupled thermo-mechanical analysis of uniaxially loaded timber elements exposed to non-standard fires. The finite element package DIANA was adopted with plane-strain elements assuming two-dimensional heat flow. The resulting predictions of failure time for given levels of load are discussed and compared with the simplified 'effective cross section' method presented in EN 1995-1-2.
The 1993 timber assessment market model: structure, projections, and policy simulations.
Darius M. Adams; Richard W. Haynes
1996-01-01
The 1993 timber assessment market model (TAMM) is a spatial model of the solidwood and timber inventory elements of the U.S. forest products sector. The TAMM model provides annual projections of volumes and prices in the solidwood products and sawtimber stumpage markets and estimates of total timber harvest and inventory by geographic region for periods of up to 50...
Stiffness analysis of glued connection of the timber-concrete structure
NASA Astrophysics Data System (ADS)
Daňková, Jana; Mec, Pavel; Majstríková, Tereza
2016-01-01
This paper presents results of experimental and mathematical analysis of stiffness characteristics of a composite timber-concrete structure. The composite timberconcrete structure presented herein is non-typical compared to similar types of building structures. The interaction between the timber and concrete part of the composite cross-section is not based on metal connecting elements, but it is ensured by a glued-in perforated mesh made of plywood. The paper presents results of experimental and mathematical analysis for material alternatives of the solution of the glued joint. The slip modulus values were determined experimentally. Data obtained from the experiment evaluated by means of regression analysis. Test results were also used as input data for the compilation of a 3D model of a composite structure by means of the 3D finite element model. On the basis of result evaluation, it can be stated that the stress-deformation behaviour at shear loading of this specific timber-concrete composite structure can be affected by the type of glue used. Parameters of the 3D model of both alternative of the structure represent well the behaviour of the composite structure and the model can be used for predicting design parameters of a building structure.
Charring Rate for Fire Exposed X-Lam
NASA Astrophysics Data System (ADS)
Wong, Bernice VY; Fah Tee, Kong
2017-06-01
Design of timber structures has been outlined in Eurocode 5. Notional charring rate for softwood and hardwood timber is given. For the performance of X-LAM panels in fire, only little information on charring is available and whether the fire behaviour of X-LAM is similar to homogenous timber panels has not yet been systematically analysed. This paper presents an overview of fire performance of X-LAM and evaluation of its resistance to elevated temperature as an element of structure in comparison to homogeneous timber panels. Numerical study has been carried out based on available experimental results. Charring rates for X-LAM panels obtained from experimental results are compared with those obtained from Eurocode 5 and proposed simplified model.
Using experimental modal analysis to assess the behaviour of timber elements
NASA Astrophysics Data System (ADS)
Kouroussis, Georges; Fekih, Lassaad Ben; Descamps, Thierry
2018-03-01
Timber frameworks are one of the most important and widespread types of structures. Their configurations and joints are usually complex and require a high level of craftsmanship to assemble. In the field of restoration, a good understanding of the structural behaviour is necessary and is often based on assessment techniques dedicated to wood characterisation. This paper presents the use of experimental modal analysis for finite element updating. To do this, several timber beams in a free supported condition were analysed in order to extract their bending natural characteristics (frequency, damping and mode shapes). Corresponding ABAQUS finite element models were derived which included the effects of local defects (holes, cracks and wood nodes), moisture and structural decay. To achieve the modal updating, additional simulations were performed in order to study the sensitivity of the mechanical parameters. With the intent to estimate their mechanical properties, a procedure of modal updating was carried out in MatLab with a Python script. This was created to extract the modal information from the ABAQUS modal analysis results to be compared with the experimental results. The updating was based on a minimum of unconstrained multivariable function using a derivative-free method. The objective function was selected from the conventional comparison tools (absolute or relative frequency difference, and/or modal assurance criterion). This testing technique was used to determine the dynamic mechanical properties of timber beams, such as the anisotropic Young's Moduli and damping ratio. To verify the modulus, a series of static 4-point bending tests and STS04 classifications were conducted. The results also revealed that local defects have a negligible influence on natural frequencies. The results demonstrate that this assessment tool offers an effective method to obtain the mechanical properties of timber elements, especially when on-site and non-destructive techniques are needed, for example when retrofitting an existing structure.
Design Methods for Load-bearing Elements from Crosslaminated Timber
NASA Astrophysics Data System (ADS)
Vilguts, A.; Serdjuks, D.; Goremikins, V.
2015-11-01
Cross-laminated timber is an environmentally friendly material, which possesses a decreased level of anisotropy in comparison with the solid and glued timber. Cross-laminated timber could be used for load-bearing walls and slabs of multi-storey timber buildings as well as decking structures of pedestrian and road bridges. Design methods of cross-laminated timber elements subjected to bending and compression with bending were considered. The presented methods were experimentally validated and verified by FEM. Two cross-laminated timber slabs were tested at the action of static load. Pine wood was chosen as a board's material. Freely supported beam with the span equal to 1.9 m, which was loaded by the uniformly distributed load, was a design scheme of the considered plates. The width of the plates was equal to 1 m. The considered cross-laminated timber plates were analysed by FEM method. The comparison of stresses acting in the edge fibres of the plate and the maximum vertical displacements shows that both considered methods can be used for engineering calculations. The difference between the results obtained experimentally and analytically is within the limits from 2 to 31%. The difference in results obtained by effective strength and stiffness and transformed sections methods was not significant.
Assessment of Carrying Capacity of Timber Element Using SBRA Method
NASA Astrophysics Data System (ADS)
Kraus, Michal
2017-10-01
Wood as a building material has a significant perspective in the context of nonrenewable energy sources and production of greenhouse gas emissions. The subject of this paper is to verify the carrying capacity of the timber element using the probabilistic method Simulation Based Reliability Assessment (SBRA). The simulation is performed for one million cycles. Key factors decreasing the strength of wooden material at the time include the duration of the loads, and combinations thereof. Inconsiderable factor affecting the strength of wood is also the humidity. Continuous beam with three fields (length 15 m, glued laminated timber, and strength class GL 36 according to the DIN EN 1194) is placed in an environment with a thermal-humidity regime of the 2nd class according to the EC 5. Average life of carrying timber structure is estimated to be 50 years. The simulation results show that there is no risk of failure of wood during the first year. The probability of failure is common in the 10 years of its life. Then, wooden element already meets only a reduced level of reliability.
Timber - Material of the Future - Examples of Small Wooden Architectural Structures
NASA Astrophysics Data System (ADS)
Żmijewki, Tomasz; Wojtowicz-Jankowska, Dorota
2017-10-01
The aim of this article is to present various types of wood-based products, classified as engineered timber, while specifying the implications of their structural properties for their forms. Timber is used as a construction material due to its fire resistance, good structural characteristics and insulating properties. The advent of new technologies of wood processing and wood-based materials production has converted timber into a high-tech material, thus encouraging the architects to consider it ever more often in their projects. As wooden technologies overcome constraints, timber begins to compete with steel and concrete. The design characteristics of new wood-based products allow wooden structures to be higher, have larger spans, and more diverse forms than ever. Wood-based materials include materials made of solid wood, veneers, strand, and wood which, due to its inferior quality, would otherwise be unfit for constructions. Elements and layers of these products are glued using different kinds of strong and water-resistant adhesives. The article presents the history of development of new wood technologies, discussing increasingly popular wood-based materials such as glued laminated timber, cross-laminated timber, or structural composite lumber. The paper analyses their technical and fire-resistance properties, and points to ecological aspect, as factors contributing to the growing popularity of these materials. Finally, the timber’s characteristics are contrasted with those of steel and concrete. The article lists examples of wooden objects representing the so-called small architecture structures from across Europe. They illustrate the potential, the uniqueness and the versatility that wood-based materials offer for constructors and architects. All these features form sufficient grounds for stating that timber truly is a construction material of the 21st century.
Parametric Modelling of As-Built Beam Framed Structure in Bim Environment
NASA Astrophysics Data System (ADS)
Yang, X.; Koehl, M.; Grussenmeyer, P.
2017-02-01
A complete documentation and conservation of a historic timber roof requires the integration of geometry modelling, attributional and dynamic information management and results of structural analysis. Recently developed as-built Building Information Modelling (BIM) technique has the potential to provide a uniform platform, which provides possibility to integrate the traditional geometry modelling, parametric elements management and structural analysis together. The main objective of the project presented in this paper is to develop a parametric modelling tool for a timber roof structure whose elements are leaning and crossing beam frame. Since Autodesk Revit, as the typical BIM software, provides the platform for parametric modelling and information management, an API plugin, able to automatically create the parametric beam elements and link them together with strict relationship, was developed. The plugin under development is introduced in the paper, which can obtain the parametric beam model via Autodesk Revit API from total station points and terrestrial laser scanning data. The results show the potential of automatizing the parametric modelling by interactive API development in BIM environment. It also integrates the separate data processing and different platforms into the uniform Revit software.
Monitoring of live and woody elements
NASA Astrophysics Data System (ADS)
Guastini, Enrico; Preti, Federico
2013-04-01
This study deals with surveys operated on crib walls in Casentino and Versilia (Tuscany), where Salix alba cuttings did not develop as expected from literature data. After more then 10 years since realization and and an initial very high survival rate, a few plants are yet alive among those put in place and the root strengthening is localized in the first 0.30 m just below the structure front face, while at further depth the detected root area ratio (R.A.R.) does not determine a noticeable increase in soil cohesion (Guastini et al., 2012). Mortality curve in willow cuttings is comparable with growing curve in Alnus nigra plants born in front of the structure, due to shading as failing cause. Assessing quantitatively the residual strength of the timber elements and estimating their possible duration allow comparison with the time needed for a complete stabilisation of the para-natural succession. The two spans of time must be almost similar to avoid unexpected collapse of the frame or unacceptable costs for oversized structures. Since the realization of a new live crib-wall in Casentino we sampled Alnus and Salix cuttings to compare rooting, survivability and evolution in randomized block design. Tests with Resistograph carried out on timber elements gives a good relationship between test results and density; through the non-destructive test it is possible to differentiate portions of wood with a noticeable residual strength from the decayed parts without any more load bearing capacity. MOR value (flexural strength) of timber elements has been estimated on the basis of the effective section verified by the Resistograph (Guastini et al., 2012), and then confirmed through rupture in bending of the same elements (Wood Technology DEISTAF lab), by proving the non-destructive test utility.
A 3D moisture-stress FEM analysis for time dependent problems in timber structures
NASA Astrophysics Data System (ADS)
Fortino, Stefania; Mirianon, Florian; Toratti, Tomi
2009-11-01
This paper presents a 3D moisture-stress numerical analysis for timber structures under variable humidity and load conditions. An orthotropic viscoelastic-mechanosorptive material model is specialized on the basis of previous models. Both the constitutive model and the equations needed to describe the moisture flow across the structure are implemented into user subroutines of the Abaqus finite element code and a coupled moisture-stress analysis is performed for several types of mechanical loads and moisture changes. The presented computational approach is validated by analyzing some wood tests described in the literature and comparing the computational results with the reported experimental data.
1987-12-01
Review of the Literature Adhesive bonding has been in use for many years. Most of the0 early bonds used animal and vegetable glues , and the structural...use of these glues has been confined mostly to timber. The use of synthetic resins in the structural bonding of timber began in early 1930’s...Fiue72. Influence of Moisture Coefficient o Adhewtv N +.n,. "t,-, flour II! . _70 60".,.:’’ .:’ " S:"- _- ._ , ’ ’ ’ "" - r - INt 25 A FINITE ELE ENT
NASA Astrophysics Data System (ADS)
Omenzetter, Piotr; Morris, Hugh; Worth, Margaret; Gaul, Andrew; Jager, Simon; Desgeorges, Yohann
2012-04-01
An innovative three-story timber building, using self-centering, post-tensioned timber shear walls as the main horizontal load resisting system and lightweight non-composite timber-concrete floors, has recently been completed in Nelson, New Zealand. It is expected to be the trailblazer for similar but taller structures to be more widely adopted. Performance based standards require an advanced understanding of building responses and in order to meet the need for in-situ performance data the building has been subjected to forced vibration testing and instrumented for continuous monitoring using a total of approximately 90 data channels to capture its dynamic and long-term responses. The first part of the paper presents a brief discussion of the existing research on the seismic performance of timber frame buildings and footfall induced floor vibrations. An outline of the building structural system, focusing on the novel design solutions, is then discussed. This is followed by the description of the monitoring system. The analysis of monitoring results starts with a discussion of the monitoring of long-term deformations. Next, the assessment of the floor vibration serviceability performance is outlined. Then, the forced vibration tests conducted on the whole building at different construction stages are reviewed. The system identification results from seismic shaking records are also discussed. Finally, updating of a finite element model of the building is conducted.
Seismic Strengthening of Carpentry Joints in Traditional Timber Structures
NASA Astrophysics Data System (ADS)
Parisi, Maria A.; Cordié, Cinzia; Piazza, Maurizio
2008-07-01
The static and dynamic behavior of timber structures largely depends on their connections. In traditional timber construction, elements are usually connected with carpentry joints based on contact pressure and friction, often with only minor reinforcement generically intended to avoid disassembling. In current practice, interventions for the upgrading of carpentry joints are mainly based on empirical knowledge according to tradition. Often they produce a general strengthening of the connection, but are not specific for the case of seismic action. Strengthening on heuristic bases may be only partially effective or possibly disproportioned. The behavior of the carpentry joints most used in roof structures is examined. The birdsmouth joint, connecting rafters to the tie beam, has been studied first, characterizing its behavior numerically and experimentally in monotonic and cyclic conditions. Other forms of the rafter-to-tie connection, the double notch joint and the case of parallel rafters, are discussed. Some general criteria for the seismic strengthening of these joints are presented.
Numerical simulation on behaviour of timber-concrete composite beams in fire
NASA Astrophysics Data System (ADS)
Du, Hao; Hu, Xiamin; Zhang, Bing; Minli, Yao
2017-08-01
This paper established sequentially coupled thermal-mechanical models of timber--concrete composite (TCC) beams by finite element software ANSYS to investigate the fire resistance of TCC beam. Existing experimental results were used to verify the coupled thermal-mechanical model. The influencing parameters consisted of the width of timber beam, the thickness of the concrete slab and the timber board. Based on the numerical results, the effects of these parameters on fire resistance of TCC beams were investigated in detail. The results showed that modeling results agreed well with test results, and verified the reliability of the finite element model. The width of the timber beam had a significant influence on the fire resistance of TCC beams. The fire resistance of TCC beams would be enhanced by increasing the width of timber beam, the thickness of concrete slab and the timber board.
Rescalvo, Francisco J.; Valverde-Palacios, Ignacio; Gallego, Antolino
2018-01-01
This paper proposes the monitoring of old timber beams with natural defects (knots, grain deviations, fissures and wanes), reinforced using carbon composite materials (CFRP). Reinforcement consisted of the combination of a CFRP laminate strip and a carbon fabric discontinuously wrapping the timber element. Monitoring considered the use and comparison of two types of sensors: strain gauges and multi-resonant acoustic emission (AE) sensors. Results demonstrate that: (1) the mechanical behavior of the beams can be considerably improved by means of the use of CFRP (160% in bending load capacity and 90% in stiffness); (2) Acoustic emission sensors provide comparable information to strain gauges. This fact points to the great potential of AE techniques for in-service damage assessment in real wood structures. PMID:29673155
Rescalvo, Francisco J; Valverde-Palacios, Ignacio; Suarez, Elisabet; Roldán, Andrés; Gallego, Antolino
2018-04-17
This paper proposes the monitoring of old timber beams with natural defects (knots, grain deviations, fissures and wanes), reinforced using carbon composite materials (CFRP). Reinforcement consisted of the combination of a CFRP laminate strip and a carbon fabric discontinuously wrapping the timber element. Monitoring considered the use and comparison of two types of sensors: strain gauges and multi-resonant acoustic emission (AE) sensors. Results demonstrate that: (1) the mechanical behavior of the beams can be considerably improved by means of the use of CFRP (160% in bending load capacity and 90% in stiffness); (2) Acoustic emission sensors provide comparable information to strain gauges. This fact points to the great potential of AE techniques for in-service damage assessment in real wood structures.
Designing of Timber Bolt Connection Subjected To Double Unequal Shears
NASA Astrophysics Data System (ADS)
Musilek, Josef; Plachy, Jan
2017-10-01
The paper deals with load-carrying capacity of bolted connections subjected to unequal double shear with thin plates as outer members and inner timber member. This type of connection is usually widespread and in building support structures made of wood is commonly used. This may occur for example in skeletal structures which contain structural elements based on wood, but also for smaller wooden buildings. Specifically, this type of connection can be found in ceiling structures in the joint joists and beams. If one joist greater margin than the second, bringing the load on the side of the joists of a larger span greater loads than on the side with a smaller span joist. Structure engineer, who is designing such a connection, must use for the design of the connection design procedures and formulas from which he or she calculates the design resistance in order to carry out further assessment of the reliability of the connection in the ultimate limit state. The load-carrying capacity of this connections type can be calculated at present according to Johansen’s equations, which are also contained in present European standard for the design timber structures -Eurocode 5. These Johansen’s equations assume that the loads which act on the outer plates are equal. For this reason, the structure engineer is often forced to use formulas intended for the timber bolt connection subjected to double equal shear and he or she must find ways how to use them although the formulas are not suitable. This paper deals with the case, when the loads acting on the outer plates are unequal.
Quincy Mine Blacksmith Shop : condition assesment of timbers
Robert J. Ross; Xiping Wang
2005-01-01
The degradation of a wood load-bearing (in-service) member may be caused by any one of several organisms that derive their nourishment or shelter from the wood substrate in which they live. Consequently, it is important to periodically inspect wood structures to determine their condition. A comprehensive manual on the inspection of wood structural elements.
NASA Astrophysics Data System (ADS)
Sadeghi, H.
2015-12-01
Bridges are major elements of infrastructure in all societies. Their safety and continued serviceability guaranties the transportation and emergency access in urban and rural areas. However, these important structures are subject to earthquake induced damages in structure and foundations. The basic approach to the proper support of foundations are a) distribution of imposed loads to foundation in a way they can resist those loads without excessive settlement and failure; b) modification of foundation ground with various available methods; and c) combination of "a" and "b". The engineers has to face the task of designing the foundations meeting all safely and serviceability criteria but sometimes when there are numerous environmental and financial constrains, the use of some traditional methods become inevitable. This paper explains the application of timber piles to improve ground resistance to liquefaction and to secure the abutments of short to medium length bridges in an earthquake/liquefaction prone area in Bohol Island, Philippines. The limitations of using the common ground improvement methods (i.e., injection, dynamic compaction) because of either environmental or financial concerns along with the abundance of timber in the area made the engineers to use a network of timber piles behind the backwalls of the bridge abutments. The suggested timber pile network is simulated by numerical methods and its safety is examined. The results show that the compaction caused by driving of the piles and bearing capacity provided by timbers reduce the settlement and lateral movements due to service and earthquake induced loads.
NASA Astrophysics Data System (ADS)
Roozen, N. B.; Muellner, H.; Labelle, L.; Rychtáriková, M.; Glorieux, C.
2015-06-01
Structural details and workmanship can cause considerable differences in sound insulation properties of timber frame partitions. In this study, the influence of panel fastening is investigated experimentally by means of standardized sound reduction index measurements, supported by detailed scanning laser Doppler vibrometry. In particular the effect of the number of screws used to fasten the panels to the studs, and the tightness of the screws, is studied using seven different configurations of lightweight timber frame building elements. In the frequency range from 300 to 4000 Hz, differences in the weighted sound reduction index RW as large as 10 dB were measured, suggesting that the method of fastening can have a large impact on the acoustic performance of building elements. Using the measured vibrational responses of the element, its acoustic radiation efficiency was computed numerically by means of a Rayleigh integral. The increased radiation efficiency partly explains the reduced sound reduction index. Loosening the screws, or reducing the number of screws, lowers the radiation efficiency, and significantly increases the sound reduction index of the partition.
Numerical model of glulam beam delamination in dependence on cohesive strength
NASA Astrophysics Data System (ADS)
Kawecki, Bartosz; Podgórski, Jerzy
2018-01-01
This paper presents an attempt of using a finite element method for predicting delamination of a glue laminated timber beam through a cohesive layer. There were used cohesive finite elements, quadratic stress damage initiation criterion and mixed mode energy release rate failure model. Finite element damage was equal to its complete stiffness degradation. Timber material was considered to be an orthotropic with plastic behaviour after reaching bending limit.
Measurement of Moisture in Wood for Application in the Restoration of Old Buildings.
Moron, Carlos; Garcia-Fuentevilla, Luisa; Garcia, Alfonso; Moron, Alberto
2016-05-14
There are many historic buildings whose construction is based on timber frame walls. Most buildings built during the nineteenth and early twentieth centuries were based on timber frame walls with vertical support elements. These timber frame elements are affected by their moisture content and by the passage of time. If the interaction of the timber frame walls with hygrothermal fluctuations were known, the maintenance of these buildings could be improved significantly. To determine the moisture content of wood there are two types of meters on the market: on the one hand, capacitance meters which consist of two side ends and where the moisture content is measured locally between two peaks. On the other hand, there are meters based on the variation of electromagnetic transmittance of timber, which depends on the moisture of timber. The second ones are very expensive and difficult to handle. This work presents a new non-intrusive capacitive sensor that measures the global moisture content in a section of the timber frame walls and therefore its accuracy is similar to the accuracy that can be obtained with electromagnetic transmittance meters. Additionally, as it is a capacitive sensor, it is low cost and easy to operate.
Measurement of Moisture in Wood for Application in the Restoration of Old Buildings
Moron, Carlos; Garcia-Fuentevilla, Luisa; Garcia, Alfonso; Moron, Alberto
2016-01-01
There are many historic buildings whose construction is based on timber frame walls. Most buildings built during the nineteenth and early twentieth centuries were based on timber frame walls with vertical support elements. These timber frame elements are affected by their moisture content and by the passage of time. If the interaction of the timber frame walls with hygrothermal fluctuations were known, the maintenance of these buildings could be improved significantly. To determine the moisture content of wood there are two types of meters on the market: on the one hand, capacitance meters which consist of two side ends and where the moisture content is measured locally between two peaks. On the other hand, there are meters based on the variation of electromagnetic transmittance of timber, which depends on the moisture of timber. The second ones are very expensive and difficult to handle. This work presents a new non-intrusive capacitive sensor that measures the global moisture content in a section of the timber frame walls and therefore its accuracy is similar to the accuracy that can be obtained with electromagnetic transmittance meters. Additionally, as it is a capacitive sensor, it is low cost and easy to operate. PMID:27187410
NASA Astrophysics Data System (ADS)
García, Francisco; Ramirez, Manuel; Benlloch, Javier; Valls, Ana
2015-04-01
This paper describes the decision-making process for the timber beam inner reinforcement of the building The Lonja de la Seda de Valencia (15th c.), Spain. This research was based on the study of 13 timber beams for their diagnosis and the characterization before decision-making in structural reinforcement. For this purpose, we integrated the results of analysis of historical documentation, in situ visual inspection and ground penetrating radar (GPR). The rehabilitation project considered the substitution of the upper-storey floor (The Consulate of the Sea Hall) for another one that complied with the original. This room was closed due to the instability of the timber beams. For the flooring renovation it was necessary to increase the rigidity of the timber floor framing. Preliminary conclusions, which derived from the historical documentation and in situ visual inspection of the timber coffered ceiling were: (a) timber beams supported inside masonry walls could suffer moisture and xylophage attacks, (b) timber beams were significantly damaged (splits, ring shakes, failure of beam section that reduced its bearing capacity), (c) substantial timber beam warping. So the main objectives of this GPR study were: to detect splits, to identify failure of section due to biological attacks, to pinpoint epoxy resin reconstructions and to assess the severity of the damages observed on surface. A GPR survey was carried out in timber coffered-ceiling beams of The Consulate of the Sea Hall. Radar measurements were carried out using a SIR-10H system (GSSI) and a 1.6 GHz ground coupled antenna, due to the timber beam dimensions (0.45 x 0.45 x 8.75 m. A total of 37 longitudinal profiles were collected in the centre of all the beam accessible sides. After radragram processing steps, a number of anomalies were detected in the records, which were analysed. The outcomes derived from this GPR study were taken into account when it came to make decisions in the final restoration project of the timber coffered ceiling elements: timber beams, wooden latticework and floor. The results obtained in this survey are a good example of GPR application in Civil Engineering for timber beam inner reinforcement of a building, establishing technical criteria.
Individual legacy trees influence vertebrate wildlife diversity in commercial forests
M.J. Mazurek; William J. Zielinski
2007-01-01
Old-growth forests provide important structural habitat elements for many species of wildlife. These forests, however, are rare where lands are managed for timber. In commercial forests, large and old trees sometimes exist only as widely-dispersed residual or legacy trees. Legacy trees are old trees that have been spared during harvest or have survived stand-replacing...
Analysis of Wood Structure Connections Using Cylindrical Steel and Carbon Fiber Dowel Pins
NASA Astrophysics Data System (ADS)
Vodiannikov, Mikhail A.; Kashevarova, Galina G., Dr.
2017-06-01
In this paper, the results of the statistical analysis of corrosion processes and moisture saturation of glued laminated timber structures and their joints in corrosive environment are shown. This paper includes calculation results for dowel connections of wood structures using steel and carbon fiber reinforced plastic cylindrical dowel pins in accordance with applicable regulatory documents by means of finite element analysis in ANSYS software, as well as experimental findings. Dependence diagrams are shown; comparative analysis of the results obtained is conducted.
Fiber stress values for design of glulam timber utility structures
R. Hernandez; R. C. Moody; R. H. Falk
In this study, we developed a simple equation to calculate average fiber stress values for design of glued-laminated (glulam) timber utility structures as a function of design bending stress. We took design stress in bending values specified by the American Institute of Timber Construction (AITC) for various combinations of glulam timber, applied appropriate end-use...
7. VIEW OF TRICOMPOSITE ROOF STRUCTURE. TOP CHORDS ARE TIMBER. ...
7. VIEW OF TRICOMPOSITE ROOF STRUCTURE. TOP CHORDS ARE TIMBER. TENSION RODS (THIN METAL RODS EXTENDING DIAGONALLY FROM THE HORIZONTAL TIMBER BRACE) ARE WROUGHT IRON. SOLID CRUCIFORM SHAPED COMPRESSION MEMBERS EXTENDING DOWNWARD FROM THE TIMBER TOP CHORD ARE MADE OF CAST IRON - North Central Railroad, Baltimore Freight House, Guilford & Centre Streets, Baltimore, Independent City, MD
Sanabria, Sergio J; Furrer, Roman; Neuenschwander, Jürg; Niemz, Peter; Schütz, Philipp
2015-12-01
Reliable non-destructive testing (NDT) ultrasound systems for timber composite structures require quantitative understanding of the propagation of ultrasound beams in wood. A finite-difference time-domain (FDTD) model is described, which incorporates local anisotropy variations of stiffness, damping and density in timber elements. The propagation of pulsed air-coupled ultrasound (ACU) beams in normal and slanted incidence configurations is reproduced by direct definition of material properties (gas, solid) at each model pixel. First, the model was quantitatively validated against analytical derivations. Time-varying wavefronts in unbounded timber with curved growth rings were accurately reproduced, as well as the acoustic properties (velocity, attenuation, beam skewing) of ACU beams transmitted through timber lamellas. An experimental sound field imaging (SFI) setup was implemented at NDT frequencies (120 kHz), which for specific beam incidence positions allows spatially resolved ACU field characterization at the receiver side. The good agreement of experimental and modeled beam shifts across timber laminates allowed extrapolation of the inner propagation paths. The modeling base is an orthotropic stiffness dataset for the desired wood species. In cross-grain planes, beam skewing leads to position-dependent wave paths. They are well-described in terms of the growth ring curvature, which is obtained by visual observation of the laminate. Extraordinary refraction phenomena were observed, which lead to well-collimated quasi-shear wave coupling at grazing beam incidence angles. The anisotropic damping in cross-grain planes is satisfactorily explained in terms of the known anisotropic stiffness dataset and a constant loss tangent. The incorporation of high-resolution density maps (X-ray computed tomography) provided insight into ultrasound scattering effects in the layered growth ring structure. Finally, the combined potential of the FDTD model and the SFI setup for material property and defect inversion in anisotropic materials was demonstrated. A portable SFI demonstrator was implemented with a multi-sensor MEMs receiver array that captures and compensates for variable wave propagation paths in glued laminated timber, and improves the imaging of lamination defects. Copyright © 2015 Elsevier B.V. All rights reserved.
Historical considerations in evaluating timber structures
R. L. Tuomi; R. C. Moody
1979-01-01
Evaluation, maintenance, and upgrading of timber structures is an area where little printed reference material exists. This paper covers the state-of-the-art on design, material properties, and construction procedures on older buildings. Some guidelines are presented on rehabilitating and upgrading timber structures, along with significant references.
Development of a six-year research needs assessment for timber transportation structures
Terry J. Wipf; Michael A. Ritter; Sheila Rimal Duwadi; Russell C. Moody
1993-01-01
A timber bridge, once a thing of the past, is now becoming a thing of the present. Interest in timber bridges and other transportation structures has been rapidly increasing. Much of this is due to new technologies in design and construction as well as advances in material manufacturing and presevative treatments. Although timber bridges and other transportation...
2016-03-01
separate but adjoining structures that have a common cockloft (attic). d. Type 4 Construction—Heavy Timber Heavy timber construction has masonry...such as in separate but adjoining structures that have a common cockloft (attic). Type 4 Construction—Heavy Timber Heavy timber construction has...information would be of some use to the FS as a whole. A secondary purpose for this thesis is that by documenting the basic structure of the FDNY CTDP
DETAIL VIEW, STRUCTURAL TIMBER AND FLOOR JOISTS, SOUTH GARRET. THIS ...
DETAIL VIEW, STRUCTURAL TIMBER AND FLOOR JOISTS, SOUTH GARRET. THIS TIMBER IS ONE OF TWO EXTENDING OUT FROM THE HOUSE AND JOINED TO VERTICAL POSTS LOCATED WITHIN THE WOOD TUSCAN COLUMNS LOCATED AT THE PORTICOS TWO OUTER CORNERS. THE TIMBERS AND THE VISIBLE FLOOR JOISTS WERE PART OF THE HOUSES INITIAL CA. 1770 CONSTRUCTION - The Woodlands, 4000 Woodlands Avenue, Philadelphia, Philadelphia County, PA
Code of Federal Regulations, 2010 CFR
2010-07-01
... § 644.551 Equal opportunity—sales of timber, embedded sand, gravel, stone, and surplus structures... 32 National Defense 4 2010-07-01 2010-07-01 true Equal opportunity-sales of timber, embedded sand, gravel, stone, and surplus structures. 644.551 Section 644.551 National Defense Department of Defense...
Timber rivets in structural composite lumber
Ronald W. Wolfe; Marshall Begel; Bruce Craig
2004-01-01
Timber rivet connections, originally developed for use with glulam construction, may be a viable option for use with structural composite lumber (SCL) products. Tests were conducted on small samples to assess the performance and predictability of timber rivet connections in parallel strand lumber (PSL) and laminated strand lumber (LSL). The test joint configurations...
Rescalvo, Francisco J.; Valverde-Palacios, Ignacio; Gallego, Antolino
2017-01-01
This paper offers a detailed, quantitative and exhaustive experimental comparison in terms of mechanical properties of three different layouts of carbon composite materials (CFRP) used to strengthen existing old timber beams highly affected by diverse natural defects and biological attacks, testing the use of pultruded laminate attached on the tension side of the element (LR), CFRP fabrics totally U-shape wrapping the timber element (UR), and the combined use of both reinforcement solutions (UR-P). Moreover, unidirectional and bidirectional fabrics were considered and compared. Timber elements used for the experimental program were extracted from a recent rehabilitation of the roof of the current Faculty of Law building, University of Granada (Spain), catalogued as a historical edifice. Experimental results from bending tests show that in all cases reinforcement provides a clear improvement in terms of bending capacity and stiffness as compared with the control specimens (without reinforcement). However, improvements in terms of ductility differ considerably depending on the kind of layout. PMID:28934116
Xiping Wang; Marko Teder; James Wacker
2013-01-01
This paper reports an in situ inspection project conducted on heavy timber structures of a century-old industrial building at a paper manufacturing facility. A nondestructive inspection procedure was employed to evaluate the true condition of the heavy timbers that serve as the main framing structure of the building. The on-site investigation involved monitoring of the...
Code of Federal Regulations, 2011 CFR
2011-07-01
... 32 National Defense 4 2011-07-01 2011-07-01 false Equal opportunity-sales of timber, embedded sand... (Continued) DEPARTMENT OF THE ARMY (CONTINUED) REAL PROPERTY REAL ESTATE HANDBOOK Disposal Sale Procedure § 644.551 Equal opportunity—sales of timber, embedded sand, gravel, stone, and surplus structures...
Chapter 2: Manufacturing Cross-laminated timber manufacturing
Borjen Yeh; Dave Kretschmann; Brad (Jianhe) Wang
2013-01-01
Cross-laminated timber ( CLT) is defined as a prefabricated solid engineered wood product made of at least three orthogonally bonded layers of solid-sawn lumber or structural composite lumber (SCL) that are laminated by gluing oflongitudinal and transverse layers with structural adhesives to form a solid rectangular-shaped, straight, and plane timber intended for roof...
Susan C. Baker; Charles B. Halpern; Timothy J. Wardlaw; Christel Kern; Graham J. Edgar; Russell J. Thomson; Richard E. Bigley; Jerry F. Franklin; Kamal J. K. Gandhi; Lena Gustafsson; Samuel Johnson; Brian J. Palik; Thomas A. Spies; E. Ashley Steel; Jan Weslien; Joachim Strengbom
2016-01-01
Timber harvest can adversely affect forest biota. Recent research and application suggest that retention of mature forest elements ('retention forestry'), including unharvested patches (or 'aggregates') within larger harvested units, can benefit biodiversity compared to clearcutting. However, it is unclear whether these benefits can be generalized...
14. UNIDENTIFIED CABLESTAYED SUSPENSION BRIDGE WITH TIMBER RAILING OF TEN ...
14. UNIDENTIFIED CABLE-STAYED SUSPENSION BRIDGE WITH TIMBER RAILING OF TEN PANELS AND STONE PIER, SHOWING ELEMENTS SIMILAR TO E.E. RUNYON'S SUSPENSION BRIDGE PATENTS, BUT ALTERNATE CABLE PATTERN. 3/4 VIEW FROM BELOW. - Bluff Dale Suspension Bridge, Spanning Paluxy River at County Route 149, Bluff Dale, Erath County, TX
Strength of small-diameter round and tapered bending members
Ron Wolfe; Joe Murphy
2005-01-01
An early focus on structural use of processed rather than round timber resulted in an underestimation of the structural advantages of retaining the natural form of small-diameter round timber. In the round and tapered form, timbers are not susceptible to the strength-reducing effects of diving grain and exposed juvenile wood. Fiber continuity around knots on the...
The North American Product Standard for Cross-Laminated Timber
Borjen Yeh; Sylvain Gagnon; Tom Williamson; Ciprian Pirvu; Conroy Lum; Dave Kretschmann
2012-01-01
Cross-laminated timber (CLT) is a prefabricated solid engineered wood product made of at least three orthogonally bonded layers of solid-sawn lumber or structural composite lumber that are laminated by gluing of longitudinal and transverse layers with structural adhesives to form a solid rectangular-shaped, straight, and plane timber intended for roof, floor, or wall...
Stress Wave E-Rating of Structural Timber—Size and Moisture Content Effects
Xiping Wang
2013-01-01
The objectives of this study were to investigate the influence of cross sectional size and moisture content on stress wave properties of structural timber in various sizes and evaluate the feasibility of using stress wave method to E-rate timber in green conditions. Four different sizes of Douglas-fir (Pseudotsuga menziesii) square timbers were...
Time-of-Flight Adjustment Procedure for Acoustic Measurements in Structural Timber
Danbiel F. Llana; Guillermo Iñiguez-Gonzalez; Francisco Arriaga; Xiping Wang
2016-01-01
The effect of timber length on time-of-flight acoustic longitudinal measurements was investigated on the structural timber of four Spanish species: radiata pine (Pinus radiata D. Don), Scots pine (Pinus sylvestris L.), laricio pine (Pinus nigra Arn.), and maritime pine (Pinus pinaster Ait.). Time-of-flight longitudinal measurements were conducted on 120 specimens of...
An economic analysis of mine-timber marketing in West Virginia
Henry H. Webster
1956-01-01
Coal mines have long provided a major outlet for the timber products of West Virginia. Although the structure and operation of mine-timber markets is little understood, the efficiency of the marketing system undoubtedly affects the decisions of most of the 130,000 farm and other private timber-growing enterprises in the state.
Log production in Washington and Oregon: an historical perspective.
Brian R. Wall
1972-01-01
In the history of the Pacific Northwest, log production and conversion have been major economic activities. The long-term trends in timber harvesting have been upward, and most of the harvest has come from large old-growth forest inventories. National and international demands for timber have been a major element in putting upward pressure on log production levels....
Choice of rational structural solution for smart innovative suspension structure
NASA Astrophysics Data System (ADS)
Goremikins, V.; Serdjuks, D.; Buka-Vaivade, K.; Pakrastins, L.
2017-10-01
Choice of the rational structural solution for smart innovative suspension structure was carried out. The prestressed cable trusses and cross-laminated timber panels were considered as the main load bearing members for the smart innovative suspension structure. The FEM model, which enables to predict behaviours of the structure, was developed in the programme ANSYS v12. Structural solutions that are differed by the lattice configuration of the cable truss and placement of cross-laminated timber panels were considered. The variant of the cable truss with the vertical suspenders and chords joined in the middle of the span was chosen as the best one. It was shown, that placement of cross-laminated timber panels by the bottom chord of the prestressed cable truss enables to decrease materials consumption by 16.7% in comparison with the variant, where the panels are placed by the top chord. It was stated, that the materials consumption decrease by 17.3% in the case, when common work of the prestressed cable trusses and cross-laminated timber panels is taken into account. The cross-laminated timber panels are working in the both directions. Physical model of the structure with the span equal to 2 m was developed for checking of numerically obtained results.
26. INTERIOR VIEW SHOWING ROW OF TIMBER SUPPORT TOWERS BUILT ...
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
California’s forest products industry and timber harvest, 2006
Todd A. Morgan; Jason P. Brandt; Kathleen E. Songster; Charles E. Keegan; Glenn A. Christensen
2012-01-01
This report traces the flow of Californiaâs 2006 timber harvest through the primary wood products industry (i.e., firms that process timber into manufactured products such as lumber, as well as facilities such as pulp mills and particleboard plants, which use the wood fiber or mill residue directly from timber processors) and provides a description of the structure,...
Timber resources of East Oklahoma
Richard A. Birdsey; Dennis M. May
1988-01-01
Presents the principal findings of the fifth forest survey of east Oklahoma and the changes that have occurred since earlier surveys. Trends in forest area, ownership, forest type, stand structure, stocking, timber volume, growth, removals, mortality, management opportunities, and timber products output are discussed.
Field investigation of a 100-year-old timber crib foundation at a historic copper mine
James Wacker; Xiping Wang; Douglas R. Rammer
2010-01-01
In June 2009, the authors conducted a comprehensive on-site evaluation of the timber crib foundation at Alaskaâs Historic Kennecott Mine Concentration Mill Building. The primary goal of the 6-day inspection was to assess the physical conditions of the existing timber crib foundation and identify timber members and areas that have structural deficiencies. The inspection...
Oregon's forest products industry and timber harvest, 2003.
Jason P. Brandt; Todd A. Morgan; Thale Dillon; Gary J. Lettman; Charles E. Keegan; David L. Azuma
2006-01-01
This Report traces the flow of Oregonâs 2003 timber harvest through the primary timber-processing industry and describes its structure, operations and condition. Pulp and board, lumber, and plywood and veer sectors accounted for 96 percent of total industry sales of $6.7 billion. Oregonâs 2003 timber harvest of just over 4 billion board feet was 95 percent softwood...
Dynamic characteristics of timber bridges as a measure of structural integrity
Angus Morison; C.D. VanKarsen; H.A. Evensen; J.B. Ligon; J.R. Erickson; R.J. Ross; J.W. Forsman
2003-01-01
Bridges require periodic inspections to ensure the safety of those using the structure. A myriad of techniques have been developed in order to quickly and accurately determine a structure's health. Unfortunately, timber structures are still, in most cases, subjectively evaluated. Decay is one of the most common damage mechanisms in these structures, and often...
Chapter 4:Grading and properties of hardwood structural lumber
David W. Green
2005-01-01
Structural lumber markets have traditionally been dominated by softwood species. Historically, however, hardwood species have been extensively used for certain structural products such as timbers for railway and highway bridges, railway ties, mine timbers, and for pallets and containers. In the 1920s, when uniform procedures were first developed for structural grading...
Structural (Performance) class Potential for North America
Eric Jones; David E. Kretschmann; Kevin Cheung
2014-01-01
Structural class systems are species-independent product classification systems for structural timber. They are used throughout the world to reduce the number of species and grade choices that face the designer of wood construction projects. Structural class systems offer an opportunity to simplify timber specification in North America and to encourage more effective...
Industrialized timber structures.
DOT National Transportation Integrated Search
1974-01-01
It was recently learned that a number of innovations in structural timber components are available to the construction industry, but that they were largely unknown to bridge designers. The purpose of this study was to develop for the Department a fea...
Analysis of the connection of the timber-fiber concrete composite structure
NASA Astrophysics Data System (ADS)
Holý, Milan; Vráblík, Lukáš; Petřík, Vojtěch
2017-09-01
This paper deals with an implementation of the material parameters of the connection to complex models for analysis of the timber-fiber concrete composite structures. The aim of this article is to present a possible way of idealization of the continuous contact model that approximates the actual behavior of timber-fiber reinforced concrete structures. The presented model of the connection was derived from push-out shear tests. It was approved by use of the nonlinear numerical analysis, that it can be achieved a very good compliance between results of numerical simulations and results of the experiments by a suitable choice of the material parameters of the continuous contact. Finally, an application for an analytical calculation of timber-fiber concrete composite structures is developed for the practical use in engineering praxis. The input material parameters for the analytical model was received using data from experiments.
S.M. Greene; A.L. Hammett; S. Kant
2000-01-01
Non-timber forest products (NTFPs) are important in rural southwest Virginia as a source of household income. Marketing system of crafts, medicinal and herbal, and specialty wood products are studied using exploratory and qualitative research methods. Fifty market players at various levels in marketing chains are interviewed to get the information on elements of...
Dennis M. May
1998-01-01
Discusses a regional composite approach to managing timber product output data in a relational database. Describes the development and structure of the regional composite database and demonstrates its use in addressing everyday timber product output information needs.
Simple models for estimating local removals of timber in the northeast
David N. Larsen; David A. Gansner
1975-01-01
Provides a practical method of estimating subregional removals of timber and demonstrates its application to a typical problem. Stepwise multiple regression analysis is used to develop equations for estimating removals of softwood, hardwood, and all timber from selected characteristics of socioeconomic structure.
Federal Register 2010, 2011, 2012, 2013, 2014
2010-04-01
..., containing a gated timber spillway structure 65 feet wide, with 3 gates and a fish passage facility; (2) a... timber crib structure, 485 feet long and 13 feet high, containing a gated spillway structure, 77 feet... appurtenances; and (B) Sysladobsis Lake development: (1) Sysladobsis Lake Dam, an earth embankment structure...
Oregon's forest products industry and timber harvest 2013 with trends through 2014
Eric A. Simmons; Micah G. Scudder; Todd A. Morgan; Erik C. Berg; Glenn A. Christensen
2016-01-01
This report traces the flow of Oregonâs 2013 timber harvest through the primary wood products industry and provides detailed description of the structure, timber use, operations, and condition of Oregonâs forest products sector. It is the third in a series of reports that update the status of the industry every 5 years, and is based on a census of timber-using...
NASA Astrophysics Data System (ADS)
Ingemi, Christopher M.; Owusu Twumasi, Jones; Yu, Tzuyang
2018-03-01
Detection and quantification of moisture content inside wood (timber) is key to ensuring safety and reliability of timber structures. Moisture inside wood attracts insects and fosters the development of fungi to attack the timber, causing significant damages and reducing the load bearing capacity during their design life. The use of non-destructive evaluation (NDE) techniques (e.g., microwave/radar, ultrasonic, stress wave, and X-ray) for condition assessment of timber structures is a good choice. NDE techniques provide information about the level of deterioration and material properties of timber structures without obstructing their functionality. In this study, microwave/radar NDE technique was selected for the characterization of wood at different moisture contents. A 12 in-by-3.5 in-by-1.5 in. white spruce specimen (picea glauca) was imaged at different moisture contents using a 10 GHz synthetic aperture radar (SAR) sensor inside an anechoic chamber. The presence of moisture was found to increase the SAR image amplitude as expected. Additionally, integrated SAR amplitude was found beneficial in modeling the moisture content inside the wood specimen.
Live Load Testing of Historic Covered Timber Bridges
Travis Hosteng; James Wacker; Brent Phares
2013-01-01
The National Historic Covered Bridge Preservation Program (NHCBP), sponsored by the Federal Highway Administration (FHWA), is intended to preserve covered timber bridge structures nationwide. Today, less than 700 covered timber bridges still exist in the United States and of those many are closed to vehicular traffic. Furthermore, a large percentage of the remaining...
Development of a smart timber bridge girder with fiber optic sensors
James Wacker; Ursula Deza; Brent M. Phares; Terry J. Wipf
2010-01-01
Past timber bridge evaluation and maintenance efforts in the USA have principally focused on the internal integrity of timber components using various non-destructive evaluation tools to supplement visual inspection data. This project is part of a comprehensive effort to develop smart structure concepts for improving the long-term performance, maintenance, and...
Wyoming's forest products industry and timber harvest, 2005
Jason P. Brandt; Todd A. Morgan; Mike T. Thompson
2009-01-01
This report traces the flow of Wyoming's 2005 timber harvest through the primary timber-processing industry to the wholesale market and residue-using sectors. The structure, capacity, operations, and conditions of Wyoming's primary forest products industry are described; and volumes and uses of wood fiber are quantified. Historical and recent changes in...
25. DETAIL OF STRUCTURAL TIMBERS, ORE BIN, AND STAIRWAY TO ...
25. DETAIL OF STRUCTURAL TIMBERS, ORE BIN, AND STAIRWAY TO TOP FLOOR OF MILL, LOOKING SOUTH FROM SECOND FLOOR OF MILL. PORTION OF ORE BIN ON RIGHT, STAIRS ON LEFT. - Skidoo Mine, Park Route 38 (Skidoo Road), Death Valley Junction, Inyo County, CA
2D and 3D GPR imaging of structural ceilings in historic and existing constructions
NASA Astrophysics Data System (ADS)
Colla, Camilla
2014-05-01
GPR applications in civil engineering are to date quite diversified. With respect to civil constructions and monumental buildings, detection of voids, cavities, layering in structural elements, variation of geometry, of moisture content, of materials, areas of decay, defects, cracks have been reported in timber, concrete and masonry elements. Nonetheless, many more fields of investigation remain unexplored. This contribution gives an account of a variety of examples of structural ceilings investigation by GPR radar in reflection mode, either as 2D or 3D data acquisition and visualisation. Ceilings have a pre-eminent role in buildings as they contribute to a good structural behaviour of the construction. Primarily, the following functions can be listed for ceilings: a) they carry vertical dead and live loads on floors and distribute such loads to the vertical walls; b) they oppose to external horizontal forces such as wind loads and earthquakes helping to transfer such forces from the loaded element to the other walls; c) they contribute to create the box skeleton and behaviour of a building, connecting the different load bearing walls and reducing the slenderness and flexural instability of such walls. Therefore, knowing how ceilings are made in specific buildings is of paramount importance for architects and structural engineers. According to the type of building and age of construction, ceilings may present very different solutions and materials. Moreover, in existing constructions, ceilings may have been substituted, modified or strengthened due to material decay or to change of use of the building. These alterations may often go unrecorded in technical documentation or technical drawings may be unavailable. In many cases, the position, orientation and number of the load carrying elements in ceilings may be hidden or not be in sight, due for example to the presence of false ceilings or to technical plants. GPR radar can constitute a very useful tool for investigating with rapidity and high resolution, thin as well as very thick ceilings, in a non-destructive manner. Ceilings may be made up as masonry vaults or timber/metal/concrete beams and elements laid down in one or two directions or, again, can be made as a combination of the above. A number of cases are here presented reporting on typical features to be recognised in radargrams in order to distinguish the material and possible shape of the relevant objects with the aim of providing a first small catalogue useful to the radar user and to professionals. This abstract is of interest for COST Action TU1208.
Operational use of Landsat data for timber inventory
NASA Technical Reports Server (NTRS)
Price, Curtis V.; Bowlin, Harry L.
1987-01-01
Landsat TM data, digital elevation model (DEM) data, and field observations were used to generate a timber type/structure and land-cover strata map of the Sequoia National Forest in California, U.S. and to create a classification data set. The spectral classes were identified as 32 information classes of land cover or timber type and structure. DEM data were used for the determination of major timber specie types by topographic regions of natural occurrence. The results suggest that, for inventories over large areas, traditional per-pixel classifiers are not appropriate for TM-resolution data sets over spatially complex regions such as forest lands; either resolution must be degraded, or more context-dependent classifiers, such as the ECHO classifier described by Landgrebe (1979), must be used.
Preliminary Analysis of the Aluminiumtimber Composite Beams
NASA Astrophysics Data System (ADS)
Szumigała, Maciej; Chybiński, Marcin; Polus, Łukasz
2017-12-01
This paper presents a new type of composite structures - aluminium-timber beams. These structures have an advantage over other existing composite structures, because they are lighter. However, their application may be limited due to the high price of aluminium alloys. The authors of this article made an attempt to calculate the load-bearing capacity of an aluminium-timber beam.
Live-load performance evaluation of historic covered timber bridges in the United States
Junwon Seo; Travis K. Hosteng; Brent M. Phares; James P. Wacker
2015-01-01
The National Historic Covered Bridge Preservation Program (NHCBP), sponsored by the Federal Highway Administration (FHWA), was established to preserve the covered timber bridge structures that were constructed in the early 1800s. Today, many of the approximately 880 covered timber bridges still in existence in the United States are closed to vehicular traffic;...
Timber bridge evaluation : a global nondestructive approach using impact generated FRFs
Angus Morison; C.D. Van Karsen; H.A. Evensen; J.B. Ligon; J.R. Erickson; R.J. Ross; J.W. Forsman
2002-01-01
Bridges require periodic inspections to ensure the safety of those using the structure. A visual inspection has historically been the most common form of investigation for timber bridges. This poses many problems when inspecting bridge timbers since often the damage is internal, leaving no visible signs of decay on the surface. Localized nondestructive evaluation (NDE...
Public Timber Supply under Multiple-Use Management
David N. Wear
2003-01-01
In many parts of the world, substantial shares of timber inventories are managed by government agencies. The objective of this chapter is to examine the potential influence of public timber production on market structure as well as on prices, harvest quantities, and economic welfare. National forest management in the United States is used as a tractable case study, but...
William G. Luppold; Matthew S. Bumgardner
2018-01-01
Timber harvesting is a major disturbance agent influencing the composition and structure of eastern hardwood forests. To better understand timber harvesting practices, we examined roundwood harvesting patterns in 13 eastern states in the Central, Mid-Atlantic, and Northern regions that contained high proportional volumes of hardwood in their forest inventories. Nearly...
Determining modulus of elasticity of ancient structural timber
Houjiang Zhang; Lei Zhu; Yanliang Sun; Xiping Wang; Haicheng Yan
2011-01-01
During maintenance of ancient timber architectures, it is important to determine mechanical properties of the wood component materials non-destructively and effectively, so that degraded members may be replaced or repaired to avoid structural failure. Experimental materials are four larch (Larix principis-rupprechtii Mayr.) components, which were taken down from the...
Brian K. Brashaw; Robert Vatalaro; Xiping Wang; Kevin Sarvela; James P. Wacker
2008-01-01
Approximately 4,000 vehicle bridges in the State of Minnesota contain structural timber members. Recent research at the University of Minnesota Duluth Natural Resources Research Institute (UMD NRRI) has been conducted on vibration testing of timber bridges as a means of developing rapid in-place testing techniques for assessing the structural health of bridges. The...
Monitoring the performance of timber bridges over the long term
James P. Wacker; Marc R. Joyal; Joseph F. Murphy; Xiping Wang
2007-01-01
Timber bridges are often viewed by engineers as less durable than steel or concrete structures. However, they remain a durable and economical option along secondary roads in many rural areas of the country. With well over 75,000 bridges listed by the Federal Highway Administrationâs National Bridge Inventory as having timber superstructures as of 2002, they represent...
Lateral testing of glued laminated timber tudor arch
Douglas R. Rammer; Philip Line
2016-01-01
Glued laminated timber Tudor arches have been in wide use in the United States since the 1930s, but detailed knowledge related to seismic design in modern U.S. building codes is lacking. FEMA P-695 (P-695) is a methodology to determine seismic performance factors for a seismic force resisting system. A limited P-695 study for glued laminated timber arch structures...
Mechanical grading of round timber beams
David W. Green; Thomas M. Gorman; James W. Evans; Joseph F. Murphy
2006-01-01
Current procedures used to sort round timber beams into structural grades rely on visual grading methods and property assignments based on modification of clear wood properties. This study provides the technical basis for mechanical grading of 228 mm (9 in.) diameter round timbers. Test results on 225 round Engelmann spruceâalpine firâlodgepole pine beams demonstrate...
The Economics of Timber Supply: An Analytical Synthesis of Modeling Approaches
David N. Wear; Peter J. Parks
1994-01-01
The joint supply of timber and other services from forest environments plays a central role in most forest land debates. This paper defines a general conceptual model of timber supply that provides the context for discussing both individual harvest choice and aggregate supply models. While the structure and breadth of these models has developed considerably over the...
Structural attributes of two old-growth Cross Timbers stands in western Arkansas
Don C. Bragg; David W. Stahle; K. Chris Cerny
2012-01-01
Comprised of largely non-commercial, xeric, oak-dominated forests, the Cross Timbers in Arkansas have been heavily altered over the last two centuries, and thus only scattered parcels of old-growth timber remain. We inventoried and mapped two such stands on Fort Chaffee Military Training Center in Sebastian County, Arkansas. The west-facing Christmas Knob site is...
Projecting national forest inventories for the 2000 RPA timber assessment.
John R. Mills; Xiaoping. Zhou
2003-01-01
National forest inventories were projected in a study that was part of the 2000 USDA Forest Service Resource Planning Act (RPA) timber assessment. This paper includes an overview of the status and structure of timber inventory of the National Forest System and presents 50-year projections under several scenarios. To examine a range of possible outcomes, results are...
Numerical analysis of behaviour of cross laminated timber (CLT) in blast loading
NASA Astrophysics Data System (ADS)
Šliseris, J.; Gaile, L.; Pakrastiņš, L.
2017-10-01
A non-linear computation model for CLT wall element that includes explicit dynamics and composite damage constitutive model was developed. The numerical model was compared with classical beam theory and it turned out that shear wood layer has significant shear deformations that must be taken into account when designing CLT. It turned out that impulse duration time has a major effect on the strength of CLT. Special attention must be payed when designing CLT wall, window and door architectural system in order to guarantee the robustness of structure. The proposed numerical modelling framework can be used when designing CLT buildings that can be affected by blast loading, whilst structural robustness must be guaranteed.
Ronald W. Wolfe
1999-01-01
Round timbers and ties represent some of the most efficient uses of our forest resources. They require a minimum of processing between harvesting the tree and marketing the structural commodity. Poles and piles are debarked or peeled, seasoned, and often treated with preservative prior to use as structural members. Construction logs are usually shaped to facilitate...
Xiping Wang; James P. Wacker; Robert J. Ross; Brian K. Brashaw; Robert Vatalaro
2005-01-01
This paper describes an effort to develop a global dynamic testing technique for evaluating the overall stiffness of timber bridge superstructures. A forced vibration method was used to measure the natural frequency of single-span timber bridges in the laboratory and field. An analytical model based on simple beam theory was proposed to represent the relationship...
Harvesting choices and timber supply among landowners in the southern United States
Daowei Zhang; Xing Sun; Brett J. Butler; Jeffrey P. Prestemon
2015-01-01
The recent rise of institutional timberland ownership has led to a significant change in the structure and conduct of the timber industry in the United States. In this study,we apply a two-period harvest model to assess the timber harvesting behavior of various landowners at the stand level by utilizing USDA Forest Service Forest Inventory and Analysis data for nine...
Field performance of timber bridges. 7, Connell Lake stress-laminated deck bridge
L. E. Hislop; M. A. Ritter
The Connell Lake bridge was constructed in early 1991 on the Tongass National Forest, Alaska, as a demonstration bridge under the Timber Bridge Initiative. The bridge is a stress-laminated deck structure with an approximate 36-ft length and 18-ft width and is the first known stress-laminated timber bridge constructed in Alaska. Performance of the bridge was monitored...
Acoustic impact testing and waveform analysis for damage detection in glued laminated timber
Feng Xu; Xiping Wang; Marko Teder; Yunfei Liu
2017-01-01
Delamination and decay are common structural defects in old glued laminated timber (glulam) buildings, which, if left undetected, could cause severe structural damage. This paper presents a new damage detection method for glulam inspection based on moment analysis and wavelet transform (WT) of impact acoustic signals. Acoustic signals were collected from a glulam arch...
View northwest, wharf, A portion AA, detail showing timber groin ...
View northwest, wharf, A portion AA, detail showing timber groin - U.S. Coast Guard Sandy Hook Station, Western Docking Structure, West of intersection of Canfield Road & Hartshorne Drive, Highlands, Monmouth County, NJ
Development of a smart timber bridge - a five-year plan
Brent M. Phares; Terry J. Wipf; Ursula Deza; James P. Wacker
2011-01-01
This paper outlines a 5-year research plan for the development of a structural health monitoring system for timber bridges. A series of studies identify and evaluate various sensing technologies for measurement of structural adequacy and/or deterioration parameters. The overall goal is to develop a turn-key system to analyze, monitor, and report on the performance and...
Eric J. Gustafson; Thomas R. Crow
1994-01-01
Timber harvesting affects both composition and structure of the landscape and has important consequences for organisms using forest habitats. A timber harvest allocation model was constructed that allows the input of specific rules to allocate forest stands for clearcutting to generate landscape patterns reflecting the "look and feel" of managed landscapes....
David B. McKeever; James L. Howard
2011-01-01
Solid wood timber products provide important raw materials to the construction, manufacturing, and shipping sectors of the U.S. economy. Nearly all new single-family houses and low-rise multifamily residential structures are wood framed and sheathed. Large amounts of solid wood timber products are also used in the construction of new nonresidential buildings, and in...
View southwest, wharf A and timber breakwater, showing sawn off ...
View southwest, wharf A and timber breakwater, showing sawn off section and steel lift tower - U.S. Coast Guard Sandy Hook Station, Western Docking Structure, West of intersection of Canfield Road & Hartshorne Drive, Highlands, Monmouth County, NJ
View northwest, wharf B, timber framing, detail of cross bracing, ...
View northwest, wharf B, timber framing, detail of cross bracing, charred piers, recent galvanized fastenings - U.S. Coast Guard Sandy Hook Station, Western Docking Structure, West of intersection of Canfield Road & Hartshorne Drive, Highlands, Monmouth County, NJ
Historic timber skeleton structures and the local seismic culture
NASA Astrophysics Data System (ADS)
Bostenaru, M.
2009-04-01
This presentation deals with the employment of timber skeleton structure and the local seismic culture. After the 1755 earthquake in the reconstruction of Lisbon a type of building with timber skeleton and masonry infill called "gaiola pombalina" was promoted, since this was designed to better resists earthquakes. "Gaiola" means cage, and it was also named after the Marques de Pombal who introduced it in the reconstruction following the earthquake. The „gaiola pombalina" presents a timber skeleton with Saint Andrew crosses in the interior walls with masonry infill and thick masonry load bearing walls loosing in thickness to the upper floors in the exterior walls. The masonry can fall out during earthquakes but the building remains staying given the interior timber skeleton. The type of buildings with timber structure and (masonry) infill behaved well in earthquakes in various parts of the earth, like Nepal (the dhaji dewary type), Pakistan, Turkey (the himiş type after the 1999 earthquake) [both latter types were researched by Langenbach, www.conservationtech.com and www.traditional-is-modern.net] and also in Germany after the 1356 earthquake (the Southern German subtype of Fachwerk). Also in Italy a subtype called "casa baraccata" was promoted in a construction code to a similar time (following the 1783 earthquake in Southern Italy, see Tobriner 1983) as that of the "gaiola pombalina", the time of the Baroque, when town planning acquired another status. Unlike at the "gaiola pombalina" the "casa baraccata" the timber skeleton is at the exterior walls. For this reason this type of buildings is considered to be an expression of the local seismic culture. However, this type of buildings is common also for areas where seismic risk is not an issue, like half-timbered in England and the northern subtype of Fachwerk in Northern Germany, and in some high seismic risk regions with mountains and timber resources like Romania is not spread. Given these premises the author looked for an alternative explanation for the origins of this construction type. Two expressions of the type were closer analysed: the "gaiola pombalina" from Portugal and the Fachwerk from Germany, in both its forms: the northern and the southern German type. The "gaiola pombalina" building type will be presented in this contribution, together with options for contemporary restoration, given that the author had the opportunity to visit such a building site. The Fachwerk buildings are integrally out of timber skeleton in both their interior and exterior walls. Infill is done with adobe on basketry, masonry or wood planks. The southern subtype was the object of a detailed analysis of the author which resulted in a report for the World Housing Encyclopedia (www.world-housing.net, report #108/Switzerland), but it is the northern subtype which is interesting for the argumentative discourse in this presentation. These two subtypes are one placed in a seismic risk region, while the other is not. Common to the "gaiola pombalina" and the Northern subtype of Fachwerk is the inspiration from ship-like structures, as some authors (Cardoso et. al. 2004 and Lachner 1887) noted. In their most pure form, the Northern German subtype, Fachwerk buildings present a ship like structure in the way the consoles on which the upper floors are built are done. Also the "gaiola pombalina" was generated in areas with knowledge of building of ships. However, this is not true for some other locations where this type is spread, like for dhaji dewari in Nepal. So the explanation might have to be looked for in other aspects of local architecture, like the availability of timber resources. The half timbered type in all its regional varieties may be a result of using efficiently timber resources. It is the theory of the author that the use of timber in half timbered way is to be attributed to more than to the local seismic culture. It may be that the urban use, promulgated in codes like in Portugal and Italy, is inspired from the vernacular type which resisted well in earthquakes, but the reasons of appearance for the vernacular type are different.
NASA Astrophysics Data System (ADS)
Günay, S.
2017-08-01
Throughout their lifetime, historic buildings might be altered for different kind of usage for different purposes. If this new function or new usage requires utilization of the building in separate units, this separation might affect the historic building's functionality and structure and as a result its overall condition. Yorguc Pasa Mansion conservation project was prepared as a part of the Middle East Technical University (METU) Master's Program in Documentation and Conservation of Historic Monuments and Sites for the historic Yorguc Pasa Mansion. The mansion is a 19th century Ottoman Period timber frame building in Amasya, a Black Sea Region city in Turkey that has traces from different civilizations such as Hittites, Greeks, Romans and Ottomans. This paper aims to discuss the affects of the partite usage on structural conditions of timber frame buildings with the case study of Amasya Yorguc Pasa Mansion through the 3D visualized structural systems.
ERIC Educational Resources Information Center
National Academy of Sciences - National Research Council, Washington, DC.
The role of adhesives in building design is discussed. Three major areas are as follows--(1) lamination of structural timber beams, (2) bonding of cementitious materials, and (3) bonding of gypsum drywall construction. Topical coverage includes--(1) structural lamination today, (2) adhesives in use today, (3) new adhesives needed, (4) production…
Creosote treated timber in the Alaskan marine environment : volume ii.
DOT National Transportation Integrated Search
2010-02-01
ADOT&PF is responsible for many structures that incorporate wood pilings and other timber in Alaska waters. Most are treated with preservative to inhibit marine borers : that will quickly destroy unprotected wood. Creosote is generally the most econo...
Creosote treated timber in the Alaskan marine environment : Volume I.
DOT National Transportation Integrated Search
2010-02-01
ADOT&PF is responsible for many structures that incorporate wood pilings and other timber in Alaska waters. Most are treated with preservative to inhibit marine borers : that will quickly destroy unprotected wood. Creosote is generally the most econo...
View south, wharf B, timber framing, detail of cross bracing, ...
View south, wharf B, timber framing, detail of cross bracing, recent galvanized straps, bolts and washers - U.S. Coast Guard Sandy Hook Station, Western Docking Structure, West of intersection of Canfield Road & Hartshorne Drive, Highlands, Monmouth County, NJ
Experimental study on the strength of double shear timber connection using bamboo dowel fastener
NASA Astrophysics Data System (ADS)
Anshari, Buan; Sugiartha, Wayan; Mahmud, Fathmah; Rofaida, Aryani; Pathurrahman
2017-11-01
Utilization of timber and bamboo as building materials was very promising for now and future. As renewable resources they have high mechanical properties, lightweight, environmentally friendly and economic. Utilization of bamboo as connector was rarely published. Therefore, this study focused on utilization of non-metal material as connector in timber structure especially for beam and column. This research was conducted in the laboratory to examine the strength of double shear timber connection by using glued in rods (bamboo dowel) as connector with variation of adhesive thickness. As control specimen was used bamboo dowel Ø14 mm without adhesive in double shear connection. The results showed that the strength of double shear timber connection by using glued in rods (bamboo dowel) as connector could increased by 41% to resist axial force higher than the control one.
M. Omar Amini; John W. van de Lindt; Shiling Pei; Douglas Rammer; Phil Line; Marjan Popovski
2014-01-01
Cross-laminated Timber (CLT) has been extensively used in Europe and is now gaining momentum in North America; both Canada and more recently the U.S. Construction projects have shown that CLT can effectively be used as an alternative construction material in mid-rise structures and has significant potential in commercial and industrial buildings. In the United States,...
Effects of timber harvesting on birds in the Black Hills of South Dakota and Wyoming, USA
Brian L. Dykstra; Mark A. Rumble; Lester D. Flake
1997-01-01
Timber harvest alters structural characteristics in ponderosa pine forests. In the Black Hills, harvested stands with 40-70% overstory canopy cover are managed as sapling/pole (3.0 - 22.9 cm dbh) or mature (> 22.9 cm dbh) stands. Changing the forest structure to two size classes has unknown effects on bird communities in this region. We counted birds in 20 harvested...
Charles B. Gale; Charles E. Keegan; Erik C. Berg; Jean Daniels; Glenn A. Christensen; Colin B. Sorenson; Todd A. Morgan; Paul Polzin
2012-01-01
This report traces the flow of Oregonâs 2008 timber harvest through the primary timber processing industry and provides a description of the structure, operation, and condition of Oregonâs forest products industry as a whole. It is the second in a series of reports that update the status of the industry every 5 years. Based on a census conducted in 2009 and 2010, we...
Spatially Characterizing Effective Timber Supply
NASA Technical Reports Server (NTRS)
Berry, J. K.; Sailor, J.
1982-01-01
The structure of a computer-oriented cartographic model for assessing roundwood supply for generation of base load electricity is discussed. The model provides an analytical procedure for coupling spatial information of harvesting economics and owner willingness to sell stumpages. Supply is characterized in terms of standing timber; of accessibility considering various harvesting and hauling factors; and of availability as affected by ownership and residential patterns. Factors governing accessibility to timber include effective harvesting distance to haulic roads as modified by barriers and slopes. Haul distance is expressed in units that take into account the relative ease of travel along various road types to a central processing facility. Areas of accessible timber are grouped into spatial units, termed 'timbersheds', of common access to particular haul road segments that belong to unique 'transport zones'. Timber availability considerations include size of ownership parcels, housing density and excluded areas. The analysis techniques are demonstrated for a cartographic data base in western Massachusetts.
David N. Wear; Jeffrey Prestemon; Robert Huggett; Douglas Carter
2013-01-01
Key FindingsAlthough timber production in the South more than doubled from the 1960s to the late 1990s, output levels have declined over the last 10 years, signaling structural changes in timber markets.For softwood products, production declines are most clearly related to demand issues. Demand for softwood solid wood products...
Detecting decay in wood components
R.J. Ross; X. Wang; B.K. Brashaw
2005-01-01
This chapter presents a summary of the Wood and Timber Condition Assessment Manual. It focuses on current inspection techniques for decay detection and provides guidelines on the use of various non-destructive evaluation (NDE) methods in locating and defining areas of deterioration in timber bridge components and other civil structures.
Chapter 8: Fire Performance of Cross-Laminated Timber Assemblies (2012 US Edition)
Christian Dagenais; Robert H. White; Kuma Sumathipala
2012-01-01
Cross-laminated timber (CLT) is a promising wood-based structural component and has potential to provide cost-effective building solutions for residential, commercial and institutional buildings as well as large industrial facilities. Market acceptance of CLT requires that it meets the applicable building code requirements.
Hints on storing timber to prevent decay
Forest Products Laboratory
1919-01-01
Many serious losses from decay in wooden structures are due to the fact that the timbers used were infected with wood-destroying fungi while in storage. These losses can be greatly reduced by keeping lumber storage yards in a sanitary condition. Some hints as to how to do this are given below.
California's forest products industry and timber harvest, 2012
Chelsea P. McIver; Joshua P. Meek; Micah G. Scudder; Colin B. Sorenson; Todd A. Morgan; Glenn A. Christensen
2015-01-01
This report traces the flow of California's 2012 timber harvest through the primary wood products industry and provides a description of the structure, condition, and economic impacts of California's forest products sector. Historical forest products industry changes are discussed, as well as trends in harvest, production, mill residue, and sales. Also...
Trees, chemistry, and prehistory in the American Southwest
Durand, S.R.; Shelley, P.H.; Antweiler, Ronald C.; Taylor, Howard E.
1999-01-01
At least 200 000 trees were used in the building construction in Chaco Canyon, New Mexico, from about (AD) 850-1150. A large portion of these construction timbers were transported 50 km or more and the harvesting location(s) is not known. We argue that a feasible method for determining the wood source areas is to chemically characterize the possible source areas using modern wood and then attempt to match the prehistoric timbers to the modern signatures. This paper establishes the feasibility of this method. ICP-AES was employed to obtain element concentration values for 29 elements, from 62 trees, on three bedrock types. We conclude that it is possible to isolate the variation due to lithology if one controls for wood type (bark, sapwood, heartwood). In addition, ICP-MS was used for the analysis of a small sample of ancient wood. Data from these determinations are presented and the results indicate that the elemental variation is consistent with the most current model of wood use practices in Chaco Canyon. The methods pioneered here should be broadly applicable for determining wood source areas.
Reinforcement of timber beams with carbon fibers reinforced plastics
NASA Astrophysics Data System (ADS)
Gugutsidze, G.; Draškovič, F.
2010-06-01
Wood is a polymeric material with many valuable features and which also lacks some negative features. In order to keep up with high construction rates and the minimization of negative effects, wood has become one of the most valuable materials in modern engineering. But the use of timber material economically is also an actual problem in order to protect the environment and improve natural surroundings. A panel of scientists is interested in solving these problems and in creating rational structures, where timber can be used efficiently. These constructions are as follows: glue-laminated (gluelam), composed and reinforced wooden constructions. Composed and reinforced wooden constructions are examined less, but according to researches already carried out, it is clear that significant work can be accomplished in creating rational, highly effective and economic timber constructions. The paper deals with research on the formation of composed fiber-reinforced beams (CFRP) made of timber and provide evidence of their effectiveness. The aim of the paper is to investigate cross-bending of CFRP-reinforced gluelaminated timber beams. According to the results we were able to determine the additional effectiveness of reinforcement with CFRP (which depends on the CFRP material's quality, quantity and module of elasticity) on the mechanical features of timber and a whole beam.
Katherine M. O' Donnell; Frank R. Thompson; Raymond D. Semlitsch
2015-01-01
Prescribed fire and timber harvest are anthropogenic disturbances that modify resource availability and ecosystem structure, and can affect wildlife both directly and indirectly. Terrestrial salamanders are effective indicators of forest health due to their high abundance and sensitivity to microclimatic conditions. Given their ecological importance, it is critical to...
Nondestructive evaluation of oriented strand board exposed to decay fungi.
Barbara L. Illman; Vina W. Yang; Robert J. Ross; William J. Nelson
2002-01-01
Stress wave nondestructive evaluation (NDE) technologies are being used in our laboratory to evaluate the performance properties of engineered wood. These techniques have proven useful in the inspection of timber structures to locate internal voids and decayed or deteriorated areas in large timbers. But no information exists concerning NDE and important properties of...
Simplified Analytical Model of a Covered Burr-Arch-Truss Timber Bridge
F. Fanous; D. Rammer; T. Wipf
2013-01-01
Due to the importance of historical timber covered bridges throughout history, their preservation is necessary. However, conducting an accurate structural evaluation of these types of bridges has always caused difficulties to bridge engineers. This paper summarizes an investigation that was sponsored by the Federal Highway Administration and the USDA Forest Products...
Wyoming's forest products industry and timber harvest, 2000
Todd A. Morgan; Timothy P. Spoelma; Charles E. Keegan; Alfred L. Chase; Mike T. Thompson
2005-01-01
This report traces the flow of Wyoming's 2000 timber harvest through the primary wood-using industries; provides a description of the structure, capacity, and condition of Wyoming's primary forest products industry; and quantifies volumes and uses of wood fiber. Historical wood products industry changes are discussed, as well as changes in harvest, production...
Idaho's forest products industry and timber harvest, 2006
Jason P. Brandt; Todd A. Morgan; Charles E. Keegan; Jon M. Songster; Timothy P. Spoelma; Larry T. DeBlander
2012-01-01
This report traces the flow of Idaho's 2006 timber harvest through the primary wood-using industries; describes the structure, capacity, and condition of Idaho's primary forest products industry; and quantifies volumes and uses of wood fiber. Wood products industry historical trends and changes in harvest, production, employment, and sales are also examined...
Montana's forest products industry and timber harvest, 2004
Timothy P. Spoelma; Todd A. Morgan; Thale Dillon; Alfred L. Chase; Charles E. Keegan; Larry T. DeBlander
2008-01-01
This report traces the flow of Montana's 2004 timber harvest through the primary wood-using industries; provides a description of the structure, capacity, and condition of Montana's primary forest products industry; and quantifies volumes and uses of wood fiber. Historical wood products industry changes are discussed, as well as changes in harvest, production...
The Load-Bearing Capacity of Timber-Glass Composite I-Beams Made with Polyurethane Adhesives
NASA Astrophysics Data System (ADS)
Rodacki, Konrad
2017-12-01
This article discusses the issue of composite timber-glass I-beams, which are an interesting alternative for load-bearing beams of ceilings and roofs. The reasoning behind the use of timber-glass I-beams is the combination of the best features of both materials - this enables the creation of particularly safe beams with regard to structural stability and post-breakage load capacity. Due to the significant differences between the bonding surfaces of timber and glass, a study on the adhesion of various adhesives to both surfaces is presented at the beginning of the paper. After examination, two adhesives were selected for offering the best performance when used with composite beams. The beams were investigated using a four-point bending test under quasi-static loading.
Wang, Dansheng; Wang, Qinghua; Wang, Hao; Zhu, Hongping
2016-01-01
In the electromechanical impedance (EMI) method, the PZT patch performs the functions of both sensor and exciter. Due to the high frequency actuation and non-model based characteristics, the EMI method can be utilized to detect incipient structural damage. In recent years EMI techniques have been widely applied to monitor the health status of concrete and steel materials, however, studies on application to timber are limited. This paper will explore the feasibility of using the EMI technique for damage detection in timber specimens. In addition, the conventional damage index, namely root mean square deviation (RMSD) is employed to evaluate the level of damage. On that basis, a new damage index, Mahalanobis distance based on RMSD, is proposed to evaluate the damage severity of timber specimens. Experimental studies are implemented to detect notch and hole damage in the timber specimens. Experimental results verify the availability and robustness of the proposed damage index and its superiority over the RMSD indexes. PMID:27782088
Wang, Dansheng; Wang, Qinghua; Wang, Hao; Zhu, Hongping
2016-10-22
In the electromechanical impedance (EMI) method, the PZT patch performs the functions of both sensor and exciter. Due to the high frequency actuation and non-model based characteristics, the EMI method can be utilized to detect incipient structural damage. In recent years EMI techniques have been widely applied to monitor the health status of concrete and steel materials, however, studies on application to timber are limited. This paper will explore the feasibility of using the EMI technique for damage detection in timber specimens. In addition, the conventional damage index, namely root mean square deviation (RMSD) is employed to evaluate the level of damage. On that basis, a new damage index, Mahalanobis distance based on RMSD, is proposed to evaluate the damage severity of timber specimens. Experimental studies are implemented to detect notch and hole damage in the timber specimens. Experimental results verify the availability and robustness of the proposed damage index and its superiority over the RMSD indexes.
Hybrid system of unbonded post-tensioned CLT panels and light-frame wood shear walls
T. Ho; T. Dao; S. Aaleti; J. van de Lindt; Douglas Rammer
2016-01-01
Cross-laminated timber (CLT) is a relatively new type of massive timber system that has shown to possess excellent mechanical properties and structural behavior in building construction. When post-tensioned with high-strength tendons, CLT panels perform well under cyclic loadings because of two key characteristics: their rocking behavior and self-centering capacity....
The South's outlook for sustainable forest bioenergy and biofuels production
David Wear; Robert Abt; Janaki Alavalapati; Greg Comatas; Mike Countess; Will McDow
2010-01-01
The future of a wood-based biofuel/bioenergy sector could hold important implications for the use, structure and function of forested landscapes in the South. This paper examines a set of questions regarding the potential effects of biofuel developments both on markets for traditional timber products and on the provision of various non-timber ecosystem services. In...
Wood products used for residential repair and remodeling in the United States, 1991
D. B. McKeever; R. G. Anderson
Large amounts of lumber and wood panel products are used annually for the repair and remodeling of residential structures and properties in the United States. In response to the need by government and industry for detailed information on this important market for timber products, a study was conducted by the Timber Demand and Technology...
Long-term effects of different forest regeneration methods on mature forest birds
Roger W. Perry; Julianna M.A. Jenkins; Ronald E. Thill; Frank R. Thompson
2018-01-01
Changes in forest structure that result from silviculture, including timber harvest, can positively or negatively affect bird species that use forests. Because many bird species associated with mature forests are facing population declines, managers need to know how timber harvesting affects species of birds that rely on mature trees or forests for breeding, foraging,...
Silvicultural recommendations for the management of ponderosa pine forest
Martin Alfonso Mendoza Briseno; Mary Ann Fajvan; Juan Manuel Chacon Sotelo; Alejandro Velazquez Martinez; Antonio Quinonez. Silva
2014-01-01
Ponderosa pines are the most important timber producing species in Mexico, and they also represent a major portion of the Usa and Canada timber production. These pines form near pure stands with simple and stable stand structure. They suffer only occasional disturbances, and they sustain a limited capacity to hold biodiversity and other senvironmental services. The...
Jeffrey P. Prestemon; Brian C. Murray
2003-01-01
Timber production has been the foundation of active forest management for over a century. The science and economics of forest management were developed 1.50 years ago, but for years, the focus was on activity at the stand level, with very little attention to market phenomena such as price behavior, demand factors, substitution, and market structure. That has changed as...
Idaho's forest products industry and timber harvest, 2011
Eric A. Simmons; Steven W. Hayes; Todd A. Morgan; Charles E. Keegan; Chris Witt
2014-01-01
This report traces the flow of Idahoâs 2011 timber harvest through the primary industries; provides a description of the structure, capacity, and condition of Idahoâs industry; and quantifies volumes and uses of wood fiber. Historical wood products industry trends are discussed, as well as changes in harvest, production, employment, and sales.
A Key for the Identification of Eighteen Common Timbers.
ERIC Educational Resources Information Center
Thomas, P. A.
1991-01-01
Dichotomous key for 18 woods in common domestic and architectural use in Britain is provided. It is based upon structures visible with the naked eye and a hand-lens. Descriptions of the necessary anatomy and terminology are given. Timbers include yew, pine, spruce, oak, sweet chestnut, elm, ash, teak, cherry, walnut, mahogany, box, beech,…
California's forest products industry: a descriptive analysis.
Todd A. Morgan; Charles E. Keegan; Thale Dillon; Alfred L. Chase; Jeremy S. Fried; Marc N. Weber
2004-01-01
This report traces the flow of Californiaâs 2000 timber harvest through the wood-using industries; provides a description of the structure, operations, and condition of Californiaâs primary forest products industry; and briefly summarizes timber inventory and growth. Historical wood products industry changes are discussed, as well as trends in harvest, production, and...
Non-timber forest products in Hawaii
Katie Kamelamela; James B. Friday; Tamara Ticktin; Ashley Lehman
2015-01-01
Hawaiian forests provide a wide array of non-timber forest products for both traditional and modern uses. Flowers, vines, and ferns are collected for creating garlands or lei for hula dances and parades. Lei made from materials gathered in the forest are made for personal use and sold, especially during graduation times. Bamboo is harvested for structures and for...
Edge effects and the effective size of old-growth coast redwood preserves
William H. Russell; Joe R. McBride; Ky Carnell
2000-01-01
Data were collected to determine the depth of influence of conditions created by clear-cut timber harvest on adjacent old-growth stands of coast redwood. Fourteen variables related to stand structure and composition, wildlife habitat, and physical environment exhibited significant correlation to distance from the timber harvest boundary. Results were applied to the...
Finite Element Modeling of Prestressed Concrete Crossties with Ballast and Subgrade Support.
DOT National Transportation Integrated Search
2011-05-26
With the first major installation in North American : railroads during the 1960s, concrete ties were believed to last : longer than timber ties and have the potential for reduced life : cycle costs. However, their characteristic response to initia...
Species Identification and Design Value Estimation of Wooden Members in Covered Bridges
Alex C. Wiedenhoeft; David E. Kretschmann
2014-01-01
Covered timber bridges are historic structures with unique aesthetic value. To preserve this value and maintain bridges in service, robust evaluation of their performance and safety is necessary. The strength of the timber found in covered bridges can vary considerably, not only because of age and condition, but also because of species and grade. For the practicing...
Efficient utilization of red maple lumber in glued-laminated timber beams
J. J. Janowiak; H. B. Manbeck; R. Hernandez; R. C. Moody; P. R. Blankenhorn; P. Labosky
The feasibility of utilizing cant-sawn hardwood lumber, which would not usually be desired for furniture manufacture, was studied for the manufacture of structural glued-laminated (glulam) timber. Two red maple beam combinations were evaluated: (1) a glulam combination designed with E-rated lumber in 25 percent of the outer laminations (top and bottom) and No. 3 grade...
Wyoming's forest products industry and timber harvest, 2010
Chelsea P. McIver; Colin B. Sorenson; Charles E. Keegan; Todd A. Morgan; Mike T. Thompson
2014-01-01
This report traces the flow of Wyomingâs 2010 timber harvest through the primary wood-using industries; provides a description of the structure, capacity, and condition of Wyomingâs primary forest products industry, and quantifies volumes and uses of wood fiber. Historical wood products industry changes are discussed, as well as changes in harvest, production,...
Montana's forest products industry and timber harvest, 2009
Chelsea P. McIver; Colin B. Sorenson; Charles E. Keegan; Todd A. Morgan; Jim Menlove
2013-01-01
This report traces the flow of Montanaâs 2009 timber harvest through the primary wood-using industries; provides a description of the structure, capacity, and condition of Montanaâs primary forest products industry; and quantifies volumes and uses of wood fiber. Historical wood products industry changes are discussed, as well as changes in harvest, production,...
Grading timber and glued structural members
David E. Kretschmann; Roland Hernandez
2006-01-01
Because of its biological nature, which is influenced by many factors as discussed in Chapter 6, the quality of timber is enormously variable. Therefore, some sort of arrangement or classification must be undertaken prior to its use, in order to get the most out of this valuable resource. It is obvious that not all lumber can be used for the same purposes because not...
ERIC Educational Resources Information Center
Stephenson, Garry; Morford, Shawn; Berry, Holly
2002-01-01
The Mill City/Gates Youth Development Project operated as a youth-at-risk program in a timber-dependent community during the timber crisis of the early 1990s. Evaluations indicate the youth activities were effective. Community support structures created by the project continue to operate 5 years after the end of funding, indicating a successful…
Detail of wharf A timber framing, showing piers and pier ...
Detail of wharf A timber framing, showing piers and pier caps or plates stepping down for a sloped launching deck, now built-up for a flat deck, interior of sheet steel bulkhead is visible at wharf edge - U.S. Coast Guard Sandy Hook Station, Western Docking Structure, West of intersection of Canfield Road & Hartshorne Drive, Highlands, Monmouth County, NJ
Historical harvests reduce neighboring old-growth basal area across a forest landscape
David M. Bell; Thomas A. Spies; Robert Pabst
2017-01-01
While advances in remote sensing have made stand, landscape, and regional assessments of the direct impacts of disturbance on forests quite common, the edge influence of timber harvesting on the structure of neighboring unharvested forests has not been examined extensively. In this study, we examine the impact of historical timber harvests on basal area patterns of...
Field testing and structural analysis of Burr arch covered bridges in Pennsylvania
Douglas Rammer; James Wacker; Travis Hosteng; Justin Dahlberg; Yaohua Deng
2016-01-01
The Federal Highway Administration sponsored a comprehensive research program on Historic Covered Timber Bridges in the USA. This national program's main purpose is to develop improved methods to preserve, rehabilitate, and restore timber bridge trusses that were developed during the early 1800s and, in many cases, are still in service today. One of the many...
NASA Astrophysics Data System (ADS)
van Lanen, Rowin J.; Jansma, Esther
2016-04-01
The end of the Roman period in many parts of north-western Europe coincided with severe population decline and collapsing trade routes. To what extent the long-distance transport routes changed from Roman to early-medieval periods and what their exact nature was, is generally unknown. Only few historical sources are available for this period, and archaeological records complex. Traditionally, research on the long-distance exchange of goods therefore generally has focussed on the spatial analyses of archaeologically recognizable goods (e.g. jewellery, religious artefacts). Although these endeavours greatly increase our understanding of long-distance trade networks, they probably in itself do not represent the full spectrum of common exchange networks and transport routes. By using a dendroarchaeological approach we were able to analyse long-distance transport routes of imported timber in the Roman and early-medieval Netherlands. By combining the provenance of exogenous timbers with data on modelled Roman and early-medieval route networks, we were able to reconstruct: (a) Roman and early-medieval trade networks in structural timbers, (b) changing transport routes in structural timbers and (c) model spatially shifting frequent-travel zones in the research area.
Russell, W.H.; Carnell, K.; McBride, J.R.
2001-01-01
Feeding damage to trees by black bears (Ursus americanus Pallas) was recorded in proximity to timber harvest edges in harvested and old-growth stands of coast redwood (Sequoia sempervirens [D. Don] Endl.) in northern California, USA. Bears exhibited distinct preference in their feeding patterns related to stand structure and composition and to distance from the timber-harvest edge. Most damage was recorded within regenerating stands. Regression analysis indicated that density of damaged trees was negatively correlated with distance from timber harvest edges within old-growth stands. A significant negative correlation was also found between the density of trees damaged by bears and habitat diversity (H') as measured by the Shannon diversity index. In addition, bears exhibited preference for pole-size trees (dbh = 10-50 cm) over all other size classes, and coast redwood over other species. In general, damage by bears appeared to act as a natural thinning agent in even-aged stands. No damage was recorded in old-growth stands except in close proximity to the timber-harvest edge where subcanopy recruitment was high.
Long-term monitoring and field testing of an innovative multistory timber building
NASA Astrophysics Data System (ADS)
Omenzetter, Piotr; Morris, Hugh; Worth, Margaret; Kohli, Varun; Uma, S. R.
2011-04-01
An innovative three-story timber building, using self-centering, post-tensioned timber shear walls as the main horizontal load resisting system and lightweight composite timber-concrete floors, has recently been completed in Nelson, New Zealand. It is expected to be the trailblazer for similar but taller structures to be more widely adopted. Performance based standards require an advanced understanding of building responses and in order to meet the need for in-situ performance data the building has been subjected to forced vibration testing and instrumented for continuous monitoring using a total of about 90 data channels to capture its dynamic and long-term responses. The first part of the paper presents a brief discussion of the existing research on the seismic performance of timber frame buildings and footfall induced floor vibrations. An outline of the building structural system, focusing on the novel design solutions, is then discussed. This is followed by the description of the monitoring system. The paper emphasizes the need for optimal placement of a limited number of sensors and demonstrates how this was achieved for monitoring floor vibrations with the help of the effective independence-driving point residue (EfI-DPR) technique. A novel approach to the EfI-DPR method proposed here uses a combinatorial search algorithm that increases the chances of obtaining the globally optimal solution. Finally, the results from the forced vibration tests conducted on the whole building at different construction stages are reviewed.
NASA Astrophysics Data System (ADS)
Ahmad, Z.; Ansell, M. P.; Smedley, D.
2011-02-01
For in-situ bonding of pultruded rod into timber structural members, such as in the construction of bonded-in timber connection, strengthening and repair of timber structures, the adhesive used must be thixotropic, room temperature cure, environmentally stable and friendly and applied at without pressure. This study investigates the moisture absorption characteristics of three adhesives specially formulated for bonded-in timber connections where the adhesives are reinforced with nano- and micro-particles denoted as CB10TSS (standard adhesive), Albipox (CB10TSS/CTBN) and Timberset (ceramics filled adhesive) with the aim to improve mechanical properties and raise glass transition temperature. The effect of high temperatures and high humidity on the properties of adhesives were determined following conditioning at different temperatures (20°C, 30°C and 50°C) and relative humidities (65%, 75% and 95%) and soaking in water at 20°C In all cases the properties of Albipox were least affected by environment but Timberset exhibited the lowest moisture uptake. Exposure to humid environments at temperatures 20°C and 30°C for CB10TSS and Albipox and 50°C for Timberset resulted in water uptake characterized as Fickian which had only a modest effect on properties. However, exposure to humid environments at temperature (50°C) which is higher than Tg resulted in non-Fickian uptake of water for CB10TSS and Albipox and a more adverse effect on properties.
A Numerical Analysis of the Resistance and Stiffness of the Timber and Concrete Composite Beam
NASA Astrophysics Data System (ADS)
Szumigała, Ewa; Szumigała, Maciej; Polus, Łukasz
2015-03-01
The article presents the results of a numerical analysis of the load capacity and stiffness of the composite timber and concrete beam. Timber and concrete structures are relatively new, they have not been thoroughly tested and they are rarely used because of technological constraints. One of the obstacles to using them is difficulty with finding a method which would allow successful cooperation between concrete and timber, which has been proposed by the authors of the present article. The modern idea of sustainable construction design requires the use of new more environmentally-friendly solutions. Wood as an ecological material is easily accessible, less energy-consuming, and under certain conditions more corrosion-resistant than steel. The analysis presented in the article showed that cooperation between a wooden beam and a concrete slab on profiled steel sheeting is possible. The analysed composite beam has a greater load capacity and stiffness than the wooden beam.
Innovative Use and Characterization of Polymers for Timber-Related Construction
Darby, Antony; Ibell, Tim; Evernden, Mark
2010-01-01
Timber gridshells have become a very popular, efficient, sustainable and beautiful structural application of timber. However, given the slender laths involved in this form of construction, there is concern over the durability of timber for this purpose, and Glass FRP (GFRP) laths have been proposed as a possible substitution. This paper considers this possibility. It goes on to look at the possible use of Basalt FRP (BFRP) for the same purpose, from the perspective of its creep characteristics. It is shown that the use of GFRP gridshells is a viable form of construction, and that enhanced durability characteristics of BFRP could lead to their adoption for gridshells, given that the creep characteristics of basalt fibres presented here are comparable to those of glass fibres. An altogether different form of timber construction is that of joist-and-floorboard. In the UK, there are thousands of historic buildings which use this floor construction, and a sizeable proportion of this building stock now requires upgrade, strengthening and/or stiffening to allow these buildings to be fit for purpose into the future. This paper goes on to consider the possible use of Carbon FRP (CFRP) to strengthen and stiffen such timber floors. It is shown that such strengthening and stiffening is entirely feasible, offering the potential for greatly enhanced stiffness, in particular. Further, it is shown that mechanical shear connection between CFRP and timber is best conducted using perpendicular-positioned screws, rather than raked screws.
Evaluation of small-diameter timber for value-added manufacturing : a stress wave approach
Xiping Wang; Robert J. Ross; John Punches; R. James Barbour; John W. Forsman; John R. Erickson
2003-01-01
The objective of this research was to investigate the use of a stress wave technology to evaluate the structural quality of small-diameter timber before harvest. One hundred and ninety-two Douglas-fir and ponderosa pine trees were sampled from four stands in southwestern Oregon and subjected to stress wave tests in the field. Twelve of the trees, six Douglas-fir and...
Lam I-joists : a new structural building product from small-diameter, fire-prone timber
John F. Hunt; Jerrold E. Winandy
2003-01-01
The goal of our research is to promote healthy and sustainable forests by developing value-added uses for curved and small-diameter trees. In typical North American logging or thinning operations, much of this low- value timber is felled and left on the ground, chipped, or burned because most mills are not equipped to handle it. By understanding the fundamental...
The role of non timber forest products: a case study of gatherers in the eastern United States
Siri Doble; Marla Emery
2001-01-01
Non Timber Forest Products (NTFPs) play a key role in the lives and livelihoods of rural residents in or near forested areas. Consequently, organizations concerned with rural development have begun to look toward NTFPs as an opportunity for rural economic development. Concerned with the potential implications for the social and ecological structures that support NTFP...
Simulated cavity tree dynamics under alternative timber harvest regimes
Zhaofei Fan; Stephen R Shifley; Frank R Thompson; David R Larsen
2004-01-01
We modeled cavity tree abundance on a landscape as a function of forest stand age classes and as a function of aggregate stand size classes.We explored the impact of five timber harvest regimes on cavity tree abundance on a 3261 ha landscape in southeast Missouri, USA, by linking the stand level cavity tree distribution model to the landscape age structure simulated by...
New methods for estimating non-timber forest product output: an Appalachian case study
Steve Kruger; James Chamberlain
2015-01-01
Assessing the size and structure of non-timber forest product (NTFP) markets is difficult due to a lack of knowledge about NTFP supply chains. Harvesting ginseng and other wild medicinal plants has long provided a source of income and cultural identity in Appalachian communities in the eastern United States. With the exception of ginseng, the extent of the harvest of...
Woody residues and solid waste wood available for recovery in the United States, 2002
David B. McKeever; Robert H. Falk
2004-01-01
Large amounts of woody residues and solid wood waste are generated annually in the United States from the extraction of timber from forests, from forestry cultural operations, in the conversion of forest land to nonforest uses, in the initial processing of roundwood timber into usable products, in the construction and demolition of buildings and structures, and in the...
A mortar formulation including viscoelastic layers for vibration analysis
NASA Astrophysics Data System (ADS)
Paolini, Alexander; Kollmannsberger, Stefan; Rank, Ernst; Horger, Thomas; Wohlmuth, Barbara
2018-05-01
In order to reduce the transfer of sound and vibrations in structures such as timber buildings, thin elastomer layers can be embedded between their components. The influence of these elastomers on the response of the structures in the low frequency range can be determined accurately by using conforming hexahedral finite elements. Three-dimensional mesh generation, however, is yet a non-trivial task and mesh refinements which may be necessary at the junctions can cause a high computational effort. One remedy is to mesh the components independently from each other and to couple them using the mortar method. Further, the hexahedral mesh for the thin elastomer layer itself can be avoided by integrating its elastic behavior into the mortar formulation. The present paper extends this mortar formulation to take damping into account such that frequency response analyses can be performed more accurately. Finally, the proposed method is verified by numerical examples.
Study on establishment of Body of Knowledge of Taiwan's Traditional Wooden Structure Technology
NASA Astrophysics Data System (ADS)
Huang, M. T.; Chiou, S. C.; Hsu, T. W.; Su, P. C.
2015-08-01
The timber technology of the Taiwan traditional architecture is brought by the immigrants in the Southern Fujian of China in the early, which has been inherited for a hundred years. In the past, these traditional timber technologies were taught by mentoring, however, due to the change of the social form, the construction of the traditional architecture was faded away, and what is gradually replaced is the repair work of the traditional architecture, therefore, the construction method of the timber technology, use form of the tool and other factors are very different from previous one, and the core technology is faced with the dilemma of endangered loss. There are many relevant studies on architectural style, construction method of technology, schools of craftsman, technical capacity of craftsman and other timber technologies, or the technology preservation is carried out by dictating the historical record, studying the skills and other ways, but for the timber craftsman repairing the traditional architecture on the front line, there is still space for discussing whether to maintain the original construction method and maintain the due repair quality for the core technology. This paper classified the timber technology knowledge with the document analysis method and expert interview method, carried out the architecture analysis of knowledge hierarchy, and finally, built the preliminary framework of the timber technology knowledge system of the Taiwan traditional architecture, and built the standard formulation available for craftsman training and skills identification by virtue of the knowledge system, so that the craftsman did not affect the technical capacity due to the change of the knowledge instruction system, thus, affecting the repair quality of the traditional architecture; and in addition, the building of the database system can also be derived by means of the knowledge structure, so as to integrate the consistency of the contents of core technical capacity. It can be used as the interpretation data; the knowledge is standardized and the authority file is established, which is regarded as a technical specification, so that the technology is standardized, thus, avoid loss or distort.
Experimental investigation of connection performance for prefabricated timber beam
NASA Astrophysics Data System (ADS)
Lesmana, C.; Suhendi, S.
2017-06-01
This paper presents an investigation of connection performance for a simple supported prefabricated timber beams using Meranti hardwood (Shorea sp.). The good connection is crucial for the proper functioning of the timber structures. The adequate connection condition should be assured to achieve the requirement capacity design and performance of the system. The property of material was tested according to [1]. The proposed design of bolted connections has been evaluated through experimental investigation and compared to the simple supported beam without connection. The results demonstrate the effectiveness of the proposed connection design although the ultimate load of the beam with connection is only half of the beam without connection. The test results obtained the purposed connection should be improved.
Archaeological investigation by geotomography: structure of the foundation of Yingxian timber pagoda
NASA Astrophysics Data System (ADS)
Feng, Rui; Yan, Wei-Zhang; Feng, Guo-Zheng; Tao, Yu-Lu; Zhou, Hai-Nan; Li, Xiao-Qin
1998-03-01
It is significant to take a non-destructive inspection, one of advanced techniques, for detecting the internal structure and the present status of ancient cultural relics. The results detected by geotomography in Yingxian timber pagoda, Shanxi Province, are presented in this paper. The embankment in the stepped foundation shows a three circular structure in horizontal: the circular platform core is hard, homogenous and unharmed, out of which there are some radial collapsed grooves. The middle circle with a thickness of 2 to 4 m is a compacted layer and its loading capacity decreases then. The outer protective layer has a larger porosity and a weak loading capacity. An abnormal body is found out in the core, which has a circular shape and a reverse high-absorption coefficient in the shallow part, but appears a long-band shape and a low-absorption coefficient in the deep part. It might be a disturbance caused by artificial activities: the shallow part is probably a channel filled with loosen soil and the deep part is a hidden cave. It is found that the foundation of the courtyard is homogenous and integrated. Two soft and weakened areas in the north are related to the long-term run-off and drainage of groundwater. The inclination of the timber pagoda to the northwest and northeast relates to several factors, such as the inherited subsidence of the northern foundation, the lower loading capacity of the outer stepped foundation, seismic activity and timber deformation.
NASA Astrophysics Data System (ADS)
Mills, James G.; Saltoun, Benjamin W.; Vogel, Thomas A.
1997-09-01
The common occurrence of compositionally and mineralogically zoned ash flow sheets, such as those of the Timber Mountain Group, provides evidence that the source magma bodies were chemically and thermally zoned. The Rainier Mesa and Ammonia Tanks tuffs of the Timber Mountain Group are both large volume (1200 and 900 km 3, respectively) chemically zoned (57-78 wt.% SiO 2) ash flow sheets. Evidence of distinct magma batches in the Timber Mountain system are based on: (1) major- and trace-element variations of whole pumice fragments; (2) major-element variations in phenocrysts; (3) major-element variations in glass matrix; and (4) emplacement temperatures calculated from Fe-Ti oxides and feldspars. There are three distinct groups of pumice fragments in the Rainier Mesa Tuff: a low-silica group and two high-silica groups (a low-Th and a high-Th group). These groups cannot be related by crystal fractionation. The low-silica portion of the Rainier Mesa Tuff is distinct from the low-silica portion of the overlying Ammonia Tanks Tuff, even though the age difference is less than 200,000 years. Three distinct groups occur in the Ammonia Tanks Tuff: a low-silica, intermediate-silica and a high-silica group. Part of the high-silica group may be due to mixing of the two high-silica Rainier Mesa groups. The intermediate-silica group may be due to mixing of the low- and high-silica Ammonia Tanks groups. Three distinct emplacement temperatures occur in the Rainier Mesa Tuff (869, 804, 723 °C) that correspond to the low-silica, high-Th and low-Th magma batches, respectively. These temperature differences could not have been maintained for any length of time in the magma chamber (cf. Turner, J.S., Campbell, I.H., 1986. Convection and mixing in magma chambers. Earth-Sci. Rev. 23, 255-352; Martin, D., Griffiths, R.W., Campbell, I.H., 1987. Compositional and thermal convection in magma chambers. Contrib. Mineral. Petrol. 96, 465-475) and therefore eruption must have occurred soon after emplacement of the magma batches into the chamber. Emplacement temperatures of the pumice fragments from the Ammonia Tanks Tuff show a continuous gradient of temperatures with composition. This continuous temperature gradient is consistent with the model of storage of magma batches in the Ammonia Tanks group that have undergone both thermal and chemical diffusion.
Robert Ross; John W. Forsman; John R. Erickson; Allen M. Brackley
2014-01-01
Stress-wave nondestructive evaluation (NDE) techniques are used widely in the forest products industryâfrom the grading of wood veneer to inspection of timber structures. Inspection professionals frequently use stress-wave NDE techniques to locate internal voids and decayed or deteriorated areas in large timbers. Although these techniques have proven useful, little...
Peter J. Ince; Prakash Nepal
2012-01-01
This paper reviews recent trends and structural changes in U.S. forest product markets and projects their effects on the long-range U.S. timber market outlook. The analysis derives from the same U.S. and global economic model that produced 50-year projections for the 2010 RPA nationwide forest assessment, but analysis is revised to more accurately include the economic...
Ultimate Limit State Assessment of Timber Bolt Connection Subjected to Double Unequal Shears
NASA Astrophysics Data System (ADS)
Musilek, Josef; Plachy, Jan
2017-10-01
Nowadays the problems occur when a structure engineer need to assess the ultimate limit state of timber bolt connection which is subjected to double unequal shears. This assessment of ultimate limit state shows the reliability of these connections. In assessing the reliability of this connection in ultimate limit state is a problem, because the formulas and equations that are currently available in design standards and available literature, describing only connections loaded symmetrically - this mean that they describe the timber bolt connection subjected to double equal shears. This fact causes problems because structural engineers have no available support, according to which they could assess reliability of the connection in terms of the ultimate limit state. They must therefore often report following an asymmetrically loaded connections carry about using formulas, which are primarily designed for checking connections loaded symmetrically. This leads logically to the fact that it is not respected by the actual behaviour of the connection in the ultimate limit state. Formulas derived in this paper provide the possibility to assess the ultimate limit state for such connection. The formulas derived in this article allow to carry out a reliability assessment of the ultimate limit state of timber bolt connection subjected to double shear. The using of the formulas derived in this paper leads to better description of the behaviour of this type of connection and also to the more economic design. An example of using these derived formulas is shown. There is shown in this example, how to assess the reliability of timber bolt connection subjected to double unequal shears in terms of ultimate limit states.
NASA Astrophysics Data System (ADS)
Maack, Joachim; Lingenfelder, Marcus; Weinacker, Holger; Koch, Barbara
2016-07-01
Remote sensing-based timber volume estimation is key for modelling the regional potential, accessibility and price of lignocellulosic raw material for an emerging bioeconomy. We used a unique wall-to-wall airborne LiDAR dataset and Landsat 7 satellite images in combination with terrestrial inventory data derived from the National Forest Inventory (NFI), and applied generalized additive models (GAM) to estimate spatially explicit timber distribution and volume in forested areas. Since the NFI data showed an underlying structure regarding size and ownership, we additionally constructed a socio-economic predictor to enhance the accuracy of the analysis. Furthermore, we balanced the training dataset with a bootstrap method to achieve unbiased regression weights for interpolating timber volume. Finally, we compared and discussed the model performance of the original approach (r2 = 0.56, NRMSE = 9.65%), the approach with balanced training data (r2 = 0.69, NRMSE = 12.43%) and the final approach with balanced training data and the additional socio-economic predictor (r2 = 0.72, NRMSE = 12.17%). The results demonstrate the usefulness of remote sensing techniques for mapping timber volume for a future lignocellulose-based bioeconomy.
Timber Volume and Biomass Estimates in Central Siberia from Satellite Data
NASA Technical Reports Server (NTRS)
Ranson, K. Jon; Kimes, Daniel S.; Kharuk, Vyetcheslav I.
2007-01-01
Mapping of boreal forest's type, structure parameters and biomass are critical for understanding the boreal forest's significance in the carbon cycle, its response to and impact on global climate change. The biggest deficiency of the existing ground based forest inventories is the uncertainty in the inventory data, particularly in remote areas of Siberia where sampling is sparse, lacking, and often decades old. Remote sensing methods can help overcome these problems. In this joint US and Russian study, we used the moderate resolution imaging spectroradiometer (MODIS) and unique waveform data of the geoscience laser altimeter system (GLAS) and produced a map of timber volume for a 10degx12deg area in Central Siberia. Using these methods, the mean timber volume for the forested area in the total study area was 203 m3/ ha. The new remote sensing methods used in this study provide a truly independent estimate of forest structure, which is not dependent on traditional ground forest inventory methods.
Ground Penetrating Radar Investigations in the Noble Hall of São Carlos Theater in Lisbon, Portugal
NASA Astrophysics Data System (ADS)
Fontul, S.; Solla, M.; Cruz, H.; Machado, J. S.; Pajewski, L.
2018-05-01
This paper describes a study conducted by the National Laboratory for Civil Engineering of Portugal (LNEC), in cooperation with the Defense University Center at the Spanish Naval Academy and "La Sapienza," University of Rome, to assess the health and safety conditions of the Noble Hall floor in the São Carlos National Theater (Lisbon, Portugal). In a multidisciplinary approach, extensive fieldwork was carried out. The survey included the location and characterization of beams in the various areas of the floor by using two ground penetrating radar (GPR) systems equipped with two different ground- or air-coupled antennas, local inspection openings to visually assess the geometry, timber species and conservation state of structural members, and an assessment of the conservation state of the timber beam ends using drilling equipment. All the tests performed and the results obtained are presented. The potential of using non-destructive tests for the inspection of timber cultural heritage structures, particularly GPR, is discussed, and some practical recommendations are made.
Standard plans for southern pine bridges
P. D. Hilbrich Lee; M. A. Ritter; M. H. Triche
1995-01-01
The development of standardized timber bridge plans and specifications is a key element in improving design and construction practices. The bridge plans presented were developed as a cooperative effort between the USDA Forest Service, Forest Products Laboratory (FPL); the University of Alabama; and the Southern Pine Council and are the first step in developing...
Understanding the Roots of West African Conflicts Through the Lens of Coup D’etats
2016-06-10
involvement and economic effects of coups. In addition, both the Ivory Coast and Guinea are former colonies of France, but the structure of their...Furthermore, Taylor’s smuggling of natural resources such as timber and diamonds out of the country excluded opposition groups from gaining... timber , and the export of weapons to Liberia from 2003-2008 (Call 2010, 364). Nations that neighbor those with long standing conflicts eventually
Assisted Migration as a Management Tool in Coastal Ecosystems Threatened by Climate Change
2016-04-30
upslope migration, the changes in community structure did not include establishment of downslope species. Instead, disturbed assemblages remained...concerns. Pages 134- 141 in Susan I. Cerulean and R. Todd Engstrom, eds. Fire in wetlands: a management perspective. Proceedings of the Tall Timbers Fire...Ecology Conference, No. 19. Tall Timbers Research Station, Tallahassee, FL. Pivovaroff, A. L., C. Swift, L. L. Battaglia, B. Kunz, W. J. Platt, and
R.G. Ribe
2009-01-01
Tensions between amenity- and timber-based economies in the U.S. and Canadian Pacific Northwest motivated a study of scenic beauty inside mature forests and timber harvests. A diverse sample of regional forests, measures of forest structure, and large, representative samples of photographs and public judges were employed to measure scenic beauty inside unharvested...
Creating a Forest-Wide Context for Adaptive Management at Jackson Demonstration State Forest
NASA Astrophysics Data System (ADS)
Liquori, M.; Helms, J.; Porter, D.
2010-12-01
At nearly 50,000 acres, Jackson Demonstration State Forest (JDSF) is the largest State-owned forest in California. In 2008, the CALFIRE Director appointed a 13-member Jackson Advisory Group to provide recommendations to the California State Board of Forestry for how to transition JDSF into a “world-class research forest”. After nearly 3 years of deliberations, we have developed a draft Research-Oriented Management Framework (ROMF) that, if adopted, will introduce a new model for adaptive management within the forestry sector. Our approach integrates several core elements. Scientific “Centers of Excellence” (including one focused on Coho recovery and/or watershed processes) would be developed around a Research-Oriented Landscape Allocation, that considers the existing distribution of forest attributes both within JDSF as well as within the broader coastal Redwood Region. The ROMF would establish an Experimental Basis for Management that seeks to leverage harvest activities with explicit experimental designs and monitoring objectives. Like many of the forests that comprise its customer-base, JDSF has a mandate to produce timber revenues. We view this as an opportunity to mimic the management constraint imposed on most private and conservation trust landowners to routinely harvest timber to support operational and capital costs. Timber revenues on JDSF would be used (in part) to support the research and monitoring program. Such a system would support both passive and active modes of forest manipulation and research, and would make JDSF research activities more relevant to stakeholders, potentially increasing opportunities for collaborative, landscape-scale studies that seek to resolve outstanding management issues and uncertainties. The ROMF also would seek to develop and improve practices related to sustainable forestry. Both Late-Seral Development Areas and Old-Forest Structure Zones would be established that will utilize uneven-aged management treatments to expedite a distribution of forest stand characteristics ranging from young to old. This system would provide the context for research and monitoring involving a wide array of hydro-geomorphic and ecological issues, while concentrating efforts into collaborative Centers of Excellence. Together, these ROMF elements can provide a backbone for adaptive management that will be relevant to a broad array of stakeholders, including landowners, agencies, conservation groups and policy makers.
Management Options for a High Elevation Forest in the Alps
NASA Astrophysics Data System (ADS)
Jandl, R.; Jandl, N.; Schindlbacher, A.
2013-12-01
We explored different management strategies for a Cembran pine forest close to the timber line with respect to maintenance of the stand structure, the sequestration of carbon in the biomass and the soil, and the economical relevance of timber production. We used the forest growth simulation model Caldis for the implementation of three management intensities (zero managment, thinning every 30 years, thinning every 50 years) under two climate scenarios (IPCC A1B and B1). The soil carbon dynamics were analyzed with the simulation model Yasso07. The ecological evaluation of our simulation data showed that the extensive management with cutting interventions every 50 years allows the maintenance of the ecosystem carbon pool. Zero managment leads to the build-up of the carbon pool because the forest stand is rather unvulnerable to disturbances (bark beetle, storm). The more intensive mangement causes a decline in the ecosystem carbon pool. The economical evaluation showed the marginal relevance of the income generated by timber production. The main challenge is the compensation for the high harvesting costs (long-distance cable logging system). Even at extremely favorable market prices for timber from Cembran pine it is impossible to extract an appropriate amount of timber to justify the temporary instalment of the harvesting system and to maintain a stand density expected for a protection forest. We conclude that timber production is not a feasible object for mountain forests close to the timber line. Even in a warmer climate the productivity situation of forests close to the timberline will not change sufficiently. Therefore it will require public subsidies and personal efforts to maintain the silvicultural intensity at a level that is required for the sustainable maintenance of protection forests.
11. INTERIOR OF ATTIC, VIEW FROM SOUTH END LOOKING AT ...
11. INTERIOR OF ATTIC, VIEW FROM SOUTH END LOOKING AT ROOF STRUCTURE ON EAST SIDE OF BUILDING. NOTE HEAVY TIMBER TRUSS SYSTEM WITH THIN, VERTICAL METAL SUPPORTS. THESE SUPPORTS WERE PROBABLY ADDED AFTER ALTERATIONS ON THE LOWER FLOORS IN THE LATE 1930s. THE PEELING PAINT ON THE TRUSS TIMBERS AND BEADED HORIZONTAL PANELING FURTHER INDICATES THAT THIS SPACE WAS FINISHED FOR USE AS A PRODUCTION AREA. - Graniteville Mill, Marshall Street, Graniteville, Aiken County, SC
2016-06-10
expected risks posed by climate change will reshape the Bulgarian Army structure and capabilities if the Army is to develop the proficiency to face...thousands of local timber based manufacturers and small scaled industries, and a few big and international oriented pulp, paper and board producers...prevention, social timber supply, etc.55 54 Union of Concerned Scientists, “Climate Hot Map,” accessed 20
With Strings Attached: Chinas Economic Policy in the South China Sea
2016-06-01
of the resources used to fuel its economy: it imports a majority of its timber , platinum, aluminum, iron ore, and copper. Perhaps though, most...gains access to resources such as oil, copper, uranium, cobalt, and timber .18 In Latin America, China receives iron ore, copper, oil and leather.19 In...The argument is that such a regional peace creates a structure that facilitates the transfer of the resources that China needs to continue to fuel
Analysis of Flexible Anchored Hollow WPC Quay Walls of the New Berth in Tur, Egypt
NASA Astrophysics Data System (ADS)
Elsayed, Ayman
2017-10-01
A seawall, also known as a bulkhead or retaining wall, is a structure built to reduce the effects of strong waves and to defend costal land from erosion. Traditionally, seawalls are made of steel, timber or concrete construction. Composite materials, however, have been recently introduced for their ease of installation/maintenance in dry processing, low cost, and environmentally friendly materials. A wood plastic composite (WPC) seawall system has been developed and patented for its unique hollow structure that can give greater stiffness and stability under various external stresses. This paper describes the development of design method used in the analysis of the WPC walls. The main challenge during the physical excavation works is to limit the deformations involved in order to minimize damage on adjacent structures. The deformations depend largely on the excavation and strutting procedures, but also on the properties of the structural elements like the soil, the sheet pile and strutting members. The detailed design procedure involves numerical analyses, national regulations and common practice considerations. The contribution of finite element method in this field was used herein to determine the lateral movements, the bending moments of the wall, the passive earth pressure of the soil and the tensile force exerted by the anchor rods. The overall objectives of this research can be divided into two categories, First calibration of the finite element model for the new Tur quay walls (the case study) and reviewing the results of the steel cross section that chosen and the suggested one. Second, analysis and comparing the results of WPC cross-sections with the designed Steel sheet pile wall (SPW).
National measures of forest productivity for timber
Peter J. Ince; H. Edward Dickerhoof; H. Fred Kaiser
1989-01-01
This report presents national measures of forest productivity for timber. These measures reveal trends in the relationship between quantity of timber produced by forests and the quantity of forest resources employed in timber production. Timber production is measured by net annual growth of timber and annual timber removals. Measures of timber productivity include...
Logging debris matters: better soil, fewer invasive plants
John Kirkland; Timoth B. Harrington; David H. Peter; Robert A. Slesak; Stephen H. Schoenholtz
2012-01-01
The logging debris that remains after timber harvest traditionally has been seen as a nuisance. It can make subsequent tree planting more difficult and become fuel for wildfire. It is commonly piled, burned, or taken off site. Logging debris, however, contains significant amounts of carbon and nitrogenâelements critical to soil productivity. Its physical presence in...
Soil productivity and harvest operations
Deborah Page-Dumroese
2007-01-01
Concern over changes in soil productivity due to forest management is often debated by forest managers and the public. One key element in the discussion is use of mechanized equipment (such as rubber-tired skidders, log forwarders, or tracked vehicles) to remove timber products from the forest. Part of the debate focuses on soil compaction, removal of nutrients when...
Design of structures against fire. Civil engineering/buildings, architecture
DOE Office of Scientific and Technical Information (OSTI.GOV)
Anchor, R.D.; Malhotra, H.L.; Purkiss, J.A.
1986-01-01
The book covers structural design criteria, along with background theory on fire protection methods for structures from a variety of materials, including timber, steel, and concrete. Research on the behavior of structural materials in the presence of fire is highlighted, and the need for fire-resistant materials is addressed.
Wood digestion in Pselactus spadix Herbst--a weevil attacking marine timber structures.
Oevering, Pascal; Pitman, Andrew J; Pandey, Krishna K
2003-04-01
Pselactus spadix tunnels timber structures in the marine environment. Recent studies reported a cosmopolitan distribution for this weevil, which is frequently found in harbour and port areas. P. spadix feeds on timber (hardwood and softwood) in immature and adult life stages, but its digestion of wood components had not been investigated. Using dry weight analyses of tunnel walls and frass produced, P. spadix adults consumed Scots pine with soft rot decay at a rate of 1.59 +/- 0.37 mg d-1 and the digestibility of this substrate was 57.96 +/- 5.89 (i.e. for 100 mg consumed SR-pine, 58 mg was digested). Using gravimetric analysis to quantify structural wood components in tunnel walls and frass, P. spadix adults were found to digest cellulose, lignin and hemicellulose with digestibility coefficients of 82.2, 41.2 and 14.5 respectively. Fourier Transform Infrared (FTIR) spectroscopy analyses of tunnel walls and frass of adults and larvae from soft rotted pine also indicated digestion of all structural components, with larvae digesting cellulose and lignin more efficiently than adults. When FTIR was employed to analyse adult tunnel walls and frass from undecayed pine, cellulose and hemicellulose were digested, but no evidence of lignin digestion was found. This study shows that adults digest lignin when soft rot is present and suggests a symbiotic function of wood degrading microorganisms.
Timber valuea matter of choice: a study of how end use assumptions affect timber values.
John H. Beuter
1971-01-01
The relationship between estimated timber values and actual timber prices is discussed. Timber values are related to how, where, and when the timber is used. An analysis demonstrates the relative values of a typical Douglas-fir stand under assumptions about timber use.
William J. Zielinski; Jeffrey R. Dunk; Andrew N. Gray
2012-01-01
Managing forests for multiple objectives requires balancing timber and vegetation management objectives with needs of sensitive species. Especially challenging is how to retain the habitat elements for species that are typically associated with late-seral forests. We develop a regionally specific, multivariate model describing habitat selection that can be used â when...
Mechanized or hand operations: which is less expensive for small timber?
Robert Rummber; John Klepac
2002-01-01
Two harvesting systems, one manual post-and-rail and one small-scale cut-to-length harvester, were compared in a lodgepole pine thinning. Elemental time study data were collected, along with estimates of residual stand damage. The harvester was about as productive as a manual crew of five. For material 5" and larger, the cost for felling, processing and piling...
Timber resources of the Sacramento area, California, 1972.
Brian R. Wall
1978-01-01
This report summarizes the 1972 timber resource inventory of the Sacramento area, California. Included are detailed tables of forest area, timber volume, growth, mortality, and timber cut and a discussion of the current timber resource and timber industry situation.
Large-Scale Effects of Timber Harvesting on Stream Systems in the Ouachita Mountains, Arkansas, USA
NASA Astrophysics Data System (ADS)
Williams, Lance R.; Taylor, Christopher M.; Warren, Melvin L., Jr.; Clingenpeel, J. Alan
2002-01-01
Using Basin Area Stream Survey (BASS) data from the United States Forest Service, we evaluated how timber harvesting influenced patterns of variation in physical stream features and regional fish and macroinvertebrate assemblages. Data were collected for three years (1990-1992) from six hydrologically variable streams in the Ouachita Mountains, Arkansas, USA that were paired by management regime within three drainage basins. Specifically, we used multivariate techniques to partition variability in assemblage structure (taxonomic and trophic) that could be explained by timber harvesting, drainage basin differences, year-to-year variability, and their shared variance components. Most of the variation in fish assemblages was explained by drainage basin differences, and both basin and year-of-sampling influenced macroinvertebrate assemblages. All three factors modeled, including interactions between drainage basins and timber harvesting, influenced variability in physical stream features. Interactions between timber harvesting and drainage basins indicated that differences in physical stream features were important in determining the effects of logging within a basin. The lack of a logging effect on the biota contradicts predictions for these small, hydrologically variable streams. We believe this pattern is related to the large scale of this study and the high levels of natural variability in the streams. Alternatively, there may be time-specific effects we were unable to detect with our sampling design and analyses.
Use and production of solid sawn timbers in the United States
Gerry Jackson; James Howard; A. L. Hammett
2001-01-01
Although timber production has grown steadily over the last decade, information about the use of timbers and the corresponding resource remains in short supply. This study adds to the available literature on solid sawn timbers by compiling data on timber production and uses. The major categories of solid sawn timbers researched were railroad ties, timber bridges, and...
Forest biomass flow for fuel wood, fodder and timber security among tribal communities of Jharkhand.
Islam, M A; Quli, S M S; Rai, R; Ali, Angrej; Gangoo, S A
2015-01-01
The study investigated extraction and consumption pattern of fuel wood, fodder and timber and forest biomass flow for fuel wood, fodder and timber security among tribal communities in Bundu block of Ranchi district in Jharkhand (India). The study is based on personal interviews of the selected respondents through structured interview schedule, personal observations and participatory rural appraisal tools i.e. key informant interviews and focus group discussions carried out in the sample villages, using multi-stage random sampling technique. The study revealed that the total extraction of fuel wood from different sources in villages was 2978.40 tons annum(-1), at the rate of 0.68 tons per capita annum(-1), which was mostly consumed in cooking followed by cottage industries, heating, community functions and others. The average fodder requirement per household was around 47.77 kg day(-1) with a total requirement of 14227.34 tons annum(-1). The average timber requirement per household was computed to be 0.346 m3 annum(-1) accounting for a total timber demand of 282.49 m3 annum(-1), which is mostly utilized in housing, followed by agricultural implements, rural furniture, carts and carriages, fencing, cattle shed/ store house and others. Forest biomass is the major source of fuel wood, fodder and timber for the primitive societies of the area contributing 1533.28 tons annum(-1) (51.48%) of the total fuel wood requirement, 6971.55 tons annum(-1) (49.00%) of the total fodder requirement and 136.36 m3 annum(-1) (48.27%) of the total timber requirement. The forest biomass is exposed to enormous pressure for securing the needs by the aboriginal people, posing great threat to biodiversity and environment of the region. Therefore, forest biomass conservation through intervention of alternative avenues is imperative to keep pace with the current development and future challenges in the area.
Effects of site preparation on timber and non-timber values of loblolly pine plantations
Jianbang Gan; Stephen H. Kolison; James H. Miller; Tasha M. Hargrove
1998-01-01
This study evaluated the timber and non-timber values of the forest stands generated by four site preparation methods tested in the Tuskegee National Forest 15 yr earlier. The timber values of the forest stands were assessed with the timber yields predicted by the SE TWIGS model. Non-timber benefits were evaluated through the Contingent Valuation Method. Two hundred...
National Conference on Wood Transportation Structures
Michael A. Ritter; Sheila Rimal Duwadi; Paula D. Hilbrich Lee
1996-01-01
The Federal Highway Administration and the USDA Forest Service, Forest Products Laboratory, jointly sponsored the National Conference on Wood Transportation Structures, October 23-25, 1996, in Madison, Wisconsin. This was a direct result of 5 years of cooperation in conducting research related to timber transportation structures. The objective of the conference was to...
36 CFR 223.61 - Establishing minimum stumpage rates.
Code of Federal Regulations, 2010 CFR
2010-07-01
... AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Appraisal and Pricing.... No timber may be sold or cut under timber sale contracts for less than minimum stumpage rates except... amounts of material not meeting utilization standards of the timber sale contract. For any timber sale...
Andrew J. Hartsell
2007-01-01
This study compares returns on investments in Mississippi timber lands with returns on alternative investments. The real annual rates of return from mature, undisturbed timber lands in Mississippi over a 17-year period (1977-94) were computed. Southern Research Station Forest Inventory and Analysis (FIA) timber volume data and Timber Mart-South (TMS) data on timber...
Soriano, Marlene; Mohren, Frits; Ascarrunz, Nataly; Dressler, Wolfram; Peña-Claros, Marielos
2017-01-01
The Bolivian Amazon holds a complex configuration of people and forested landscapes in which communities hold secure tenure rights over a rich ecosystem offering a range of livelihood income opportunities. A large share of this income is derived from Amazon nut (Bertholletia excelsa). Many communities also have long-standing experience with community timber management plans. However, livelihood needs and desires for better living conditions may continue to place these resources under considerable stress as income needs and opportunities intensify and diversify. We aim to identify the socioeconomic and biophysical factors determining the income from forests, husbandry, off-farm and two keystone forest products (i.e., Amazon nut and timber) in the Bolivian Amazon region. We used structural equation modelling tools to account for the complex inter-relationships between socioeconomic and biophysical factors in predicting each source of income. The potential exists to increase incomes from existing livelihood activities in ways that reduce dependency upon forest resources. For example, changes in off-farm income sources can act to increase or decrease forest incomes. Market accessibility, social, financial, and natural and physical assets determined the amount of income community households could derive from Amazon nut and timber. Factors related to community households' local ecological knowledge, such as the number of non-timber forest products harvested and the number of management practices applied to enhance Amazon nut production, defined the amount of income these households could derive from Amazon nut and timber, respectively. The (inter) relationships found among socioeconomic and biophysical factors over income shed light on ways to improve forest-dependent livelihoods in the Bolivian Amazon. We believe that our analysis could be applicable to other contexts throughout the tropics as well.
Mohren, Frits; Ascarrunz, Nataly; Dressler, Wolfram; Peña-Claros, Marielos
2017-01-01
The Bolivian Amazon holds a complex configuration of people and forested landscapes in which communities hold secure tenure rights over a rich ecosystem offering a range of livelihood income opportunities. A large share of this income is derived from Amazon nut (Bertholletia excelsa). Many communities also have long-standing experience with community timber management plans. However, livelihood needs and desires for better living conditions may continue to place these resources under considerable stress as income needs and opportunities intensify and diversify. We aim to identify the socioeconomic and biophysical factors determining the income from forests, husbandry, off-farm and two keystone forest products (i.e., Amazon nut and timber) in the Bolivian Amazon region. We used structural equation modelling tools to account for the complex inter-relationships between socioeconomic and biophysical factors in predicting each source of income. The potential exists to increase incomes from existing livelihood activities in ways that reduce dependency upon forest resources. For example, changes in off-farm income sources can act to increase or decrease forest incomes. Market accessibility, social, financial, and natural and physical assets determined the amount of income community households could derive from Amazon nut and timber. Factors related to community households’ local ecological knowledge, such as the number of non-timber forest products harvested and the number of management practices applied to enhance Amazon nut production, defined the amount of income these households could derive from Amazon nut and timber, respectively. The (inter) relationships found among socioeconomic and biophysical factors over income shed light on ways to improve forest-dependent livelihoods in the Bolivian Amazon. We believe that our analysis could be applicable to other contexts throughout the tropics as well. PMID:28235090
Global sustainable timber supply and demand
Peter J. Ince
2010-01-01
Industrial timber use has provided timber revenue that has helped make timber supply and demand more sustainable in the leading timber producing regions of the world. Sustainable development implies not consuming more resources today than we can replace tomorrow, but sustainable forest management implies more than merely a non-declining supply of timber. Forests as a...
The 1993 RPA timber assessment update
Richard W. Haynes; Darius M. Adams; John R. Mills
1995-01-01
This update reports changes in the Nation's timber resource since the 1989 RPA timber assessment. The timber resource situation is analyzed to provide projections for future cost and availability of timber products to meet demands. Prospective trends in demands for and supplies of timber, and the factors that affect these trends are examined. These include changes...
The Growing Role of Trade as A Development Assistance Mechanism.
1981-08-11
emphasizing that these elements should accompany foreign 1/Approved crops include cashew nuts , cocoa, coconut, coffee, durian, mangosteen, manila hemp, palm...products; essen- tial oils; spices; forest products (e.g., rattan and resins); tobacco; tea; nuts . --Industrial products: plywood and processed wood...Gabon and Ivory Coast (timber), Ethiopia (coffee), Benin (cotton), Tanzania (sisal), Niger and Senegal (ground nuts ), Mauritania (iron ore). SYSTEM FOR
Impacts of forestry on boreal forests: An ecosystem services perspective.
Pohjanmies, Tähti; Triviño, María; Le Tortorec, Eric; Mazziotta, Adriano; Snäll, Tord; Mönkkönen, Mikko
2017-11-01
Forests are widely recognized as major providers of ecosystem services, including timber, other forest products, recreation, regulation of water, soil and air quality, and climate change mitigation. Extensive tracts of boreal forests are actively managed for timber production, but actions aimed at increasing timber yields also affect other forest functions and services. Here, we present an overview of the environmental impacts of forest management from the perspective of ecosystem services. We show how prevailing forestry practices may have substantial but diverse effects on the various ecosystem services provided by boreal forests. Several aspects of these processes remain poorly known and warrant a greater role in future studies, including the role of community structure. Conflicts among different interests related to boreal forests are most likely to occur, but the concept of ecosystem services may provide a useful framework for identifying and resolving these conflicts.
Forest ecosystems: Vegetation, disturbance, and economics: Chapter 5
Littell, Jeremy S.; Hicke, Jeffrey A.; Shafer, Sarah L.; Capalbo, Susan M.; Houston, Laurie L.; Glick, Patty
2013-01-01
Forests cover about 47% of the Northwest (NW–Washington, Oregon, and Idaho) (Smith et al. 2009, fig. 5.1, table 5.1). The impacts of current and future climate change on NW forest ecosystems are a product of the sensitivities of ecosystem processes to climate and the degree to which humans depend on and interact with those systems. Forest ecosystem structure and function, particularly in relatively unmanaged forests where timber harvest and other land use have smaller effects, is sensitive to climate change because climate has a strong influence on ecosystem processes. Climate can affect forest structure directly through its control of plan physiology and life history (establishment, individual growth, productivity, and morality) or indirectly through its control of disturbance (fire, insects, disease). As climate changes, many forest processes will be affected, altering ecosystem services such as timber production and recreation. These changes have socioeconomic implications (e.g. for timber economies) and will require changes to current management of forests. Climate and management will interact to determine the forests of the future, and the scientific basis for adaptation to climate change in forests thus depends significantly on how forests will be affected.
Selection of preservatives for marine structural timbers in herring spawning areas.
DOT National Transportation Integrated Search
2012-12-01
Alaska marine harbors use wood for many structures that come in contact with saltwater, including piles, floats, and docks, because it is economical to buy and maintain. : However, wood immersed in saltwater is prone to attack by marine borers, vario...
An analysis of the timber situation in Alaska: 1970-2010.
Richard W. Haynes; David J. Brooks
1990-01-01
Current conditions in Alaska timber markets are reviewed relative to the past two decades. Major issues in the outlook for Alaska timber markets are considered. Recent studies are used to develop projections of Alaska timber products output, timber harvest, and timber harvest by owner. The assumptions these projections depend on include the level of harvest on Native...
The Value of Timber Inventory Information.
B.E. Borders; W.M. Harrison; M.L. Clutter; B.D. Shiver; R.A. Souter
2008-01-01
Timber inventory data is the basis for many monetary transactions related to timber and timberland sale and (or) purchase as well as for development of timber management plans. The value of such data is well known and much appreciated for sale and (or) purchase of standing merchantable timber. Unfortunatley, the value of timber inventory data for planning...
Information transfer during the timber transaction period in West Virginia. USA
David W. McGill; Daniel J. Magill; James Kochenderfer; W. Mark Ford; Tom Schuler
2006-01-01
Timber harvesting has long-lasting impacts on the productivity and aesthetics of private forests. In many instances, landowners who possess high quality timber are at a competitive disadvantage during timber transactions--the time between a decision by the landowner to sell timber and the completion of the timber harvesting operation--as they may lack understanding of...
Li, Xiaona; He, Hong S; Wu, Zhiwei; Liang, Yu; Schneiderman, Jeffrey E
2013-01-01
Forest management under a changing climate requires assessing the effects of climate warming and disturbance on the composition, age structure, and spatial patterns of tree species. We investigated these effects on a boreal forest in northeastern China using a factorial experimental design and simulation modeling. We used a spatially explicit forest landscape model (LANDIS) to evaluate the effects of three independent variables: climate (current and expected future), fire regime (current and increased fire), and timber harvesting (no harvest and legal harvest). Simulations indicate that this forested landscape would be significantly impacted under a changing climate. Climate warming would significantly increase the abundance of most trees, especially broadleaf species (aspen, poplar, and willow). However, climate warming would have less impact on the abundance of conifers, diversity of forest age structure, and variation in spatial landscape structure than burning and harvesting. Burning was the predominant influence in the abundance of conifers except larch and the abundance of trees in mid-stage. Harvesting impacts were greatest for the abundance of larch and birch, and the abundance of trees during establishment stage (1-40 years), early stage (41-80 years) and old- growth stage (>180 years). Disturbance by timber harvesting and burning may significantly alter forest ecosystem dynamics by increasing forest fragmentation and decreasing forest diversity. Results from the simulations provide insight into the long term management of this boreal forest.
Schwenk, W. Scott; Donovan, Therese; Keeton, William S.; Nunery, Jared S.
2012-01-01
Increasingly, land managers seek ways to manage forests for multiple ecosystem services and functions, yet considerable challenges exist in comparing disparate services and balancing trade-offs among them. We applied multi-criteria decision analysis (MCDA) and forest simulation models to simultaneously consider three objectives: (1) storing carbon, (2) producing timber and wood products, and (3) sustaining biodiversity. We used the Forest Vegetation Simulator (FVS) applied to 42 northern hardwood sites to simulate forest development over 100 years and to estimate carbon storage and timber production. We estimated biodiversity implications with occupancy models for 51 terrestrial bird species that were linked to FVS outputs. We simulated four alternative management prescriptions that spanned a range of harvesting intensities and forest structure retention. We found that silvicultural approaches emphasizing less frequent harvesting and greater structural retention could be expected to achieve the greatest net carbon storage but also produce less timber. More intensive prescriptions would enhance biodiversity because positive responses of early successional species exceeded negative responses of late successional species within the heavily forested study area. The combinations of weights assigned to objectives had a large influence on which prescriptions were scored as optimal. Overall, we found that a diversity of silvicultural approaches is likely to be preferable to any single approach, emphasizing the need for landscape-scale management to provide a full range of ecosystem goods and services. Our analytical framework that combined MCDA with forest simulation modeling was a powerful tool in understanding trade-offs among management objectives and how they can be simultaneously accommodated.
Timber products output and timber harvests in Alaska: projections for 1989-2010.
David J. Brooks; Richard W. Haynes
1990-01-01
Projections of Alaska timber products output and timber harvest by owner were developed by using a detailed, trend-based analysis. Historical data for 1965-88 were the basis for projections for 1989-2010. Projections of timber products output for each major product (export logs, sawn wood, and market pulp) were used to compute the derived demand for timber. The...
Novel characterization of landscape-level variability in historical vegetation structure
Brandon M. Collins; Jamie M. Lydersen; Richard G. Everett; Danny L. Fry; Scott L. Stephens
2015-01-01
We analyzed historical timber inventory data collected systematically across a large mixed-conifer-dominated landscape to gain insight into the interaction between disturbances and vegetation structure and composition prior to 20th century land management practices. Using records from over 20 000 trees, we quantified historical vegetation structure and composition for...
Russell C. Moody; Jen Y. Liu
1999-01-01
Glued structural members are manufactured in a variety of configurations. Structural composite lumber (SCL) products consist of small pieces of wood glued together into sizes common for solid-sawn lumber. Glued-laminated timber (glulam) is an engineered stress-rated product that consists of two or more layers of lumber in which the grain of all layers is oriented...
Timber resources of northern interior California, 1970.
Charles L. Bolsinger
1976-01-01
This report summarizes a timber resource inventory in Lassen, Modoc, Siskiyou, Shasta, and Trinity Counties, California. Included are detailed tables of forest area, timber volume, growth, mortality, and removals and a discussion of the current timber resource and timber industry situation.
Using MODIS and GLAS Data to Develop Timber Volume Estimates in Central Siberia
NASA Technical Reports Server (NTRS)
Ranson, K. Jon; Kimes, Daniel; Sun, Guoqing; Kharuk, Viatcheslav; Hyde, Peter; Nelson, Ross
2007-01-01
The boreal forest is the Earth's largest terrestrial biome, covering some 12 million km2 and accounting for about one third of this planet's total forest area. Mapping of boreal forest's type, structure parameters and biomass are critical for understanding the boreal forest's significance in the carbon cycle, its response to and impact on global climate change. Ground based forest inventories, have much uncertainty in the inventory data, particularly in remote areas of Siberia where sampling is sparse and/or lacking. In addition, many of the forest inventories that do exist for Siberia are now a decade or more old. Thus, available forest inventories fail to capture the current conditions. Changes in forest structure in a particular forest-type and region can change significantly due to changing environment conditions, and natural and anthropogenic disturbance. Remote sensing methods can potentially overcome these problems. Multispectral sensors can be used to provide vegetation cover maps that show a timely and accurate geographic distribution of vegetation types rather than decade old ground based maps. Lidar sensors can be used to directly obtain measurements that can be used to derive critical forest structure information (e.g., height, density, and volume). These in turn can used to estimate biomass components using allometric equations without having to use out dated forest inventory. Finally, remote sensing data is ideally suited to provide a sampling basis for a rigorous statistical estimate of the variance and error bound on forest structure measures. In this study, new remote sensing methods were applied to develop estimates timber volume using NASA's MODerate resolution Imaging Spectroradiometer (MODIS) and unique waveform data of the geoscience laser altimeter system (GLAS) for a 10 deg x 10 deg area in central Siberia. Using MODIS and GLAS data, maps were produced for cover type and timber volume for 2003, and a realistic variance (error bound) for timber volume was calculated for the study area. In this 'study we used only GLAS footprints that had a slope value of less than 10 deg. This was done to avoid large errors due to the effect of slope on the GLAS models. The method requires the integration of new remote sensing methods with available ground studies of forest timber volume conducted in Russian forests. The results were compared to traditional ground forest inventory methods reported in the literature and to ground truth collected in the study area.
Timber Products Supply and Demand
Jeffrey P. Prestemon; Robert C. Abt
2002-01-01
This chapter describes historical, current, and projected timber inventories and timber product outputs from southern forests. It also attempts to place these quantities in national and international perspectives. Timber is the most valuable commercial commodity taken from most forests, and its removal strongly influences the character of those forests. Timber is...
Grade Distribution and Drying Degrade of Sweetgum and Yellow-poplar Structural Lumber
Timothy D. Faust
1990-01-01
The fact that the supply of southern pine timber is changing to include more lower quality plantation stock may provide incentive for utilizing lower density hardwoods for structural lumber. Yellow-poplar and sweetgum are potential substitutes for southern pine. A major problem in utilizing soft hardwoods for structural lumber is the difficulties associated with drying...
48 CFR 452.236-79 - Opted Timber Sale Road Requirements.
Code of Federal Regulations, 2010 CFR
2010-10-01
... 48 Federal Acquisition Regulations System 4 2010-10-01 2010-10-01 false Opted Timber Sale Road... Opted Timber Sale Road Requirements. As prescribed in 436.579, insert the following clause: Opted Timber Sale Road Requirements (NOV 1996) This contract is for the construction of timber sale road(s) which a...
Forest Productivity and Timber Supply Modeling in the South
Frederick Cubbage; Jacek Siry; Robert Abt; David N. Wear; Steverson Moffat
1998-01-01
The South can increase forest productivity on industrial and nonindustrial private forest (NIPF) lands. As timber markets have improved and timber prices have increased, returns from intensive management are more profitable. The interaction of timber markets, inventory, and prices are analyzed in new southern timber supply models sponsored by the Southern Forest...
36 CFR 223.32 - Timber sale operating plan.
Code of Federal Regulations, 2010 CFR
2010-07-01
... 36 Parks, Forests, and Public Property 2 2010-07-01 2010-07-01 false Timber sale operating plan... SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract Conditions and Provisions § 223.32 Timber sale operating plan. Sale contracts with a term of 2 years or more shall provide...
The Importance of Seedlings Quality in Timber and Bio-energy Production on marginal lands
NASA Astrophysics Data System (ADS)
Fragkiskakis, Nikitas; Kiourtsis, Fotios; Keramitzis, Dimitrios; Papatheodorou, Ioannis; Georgiadou, Margarita; Repmann, Frank; Gerwin, Werner
2017-04-01
One of the main issues that the forest sector is facing is to achieve a balance between the demand for biomass &wood production and the need to preserve the sustainability and biodiversity of forest ecosystems. The purposes of the new approaches are to ensure more efficient management of ecosystems and implement intensive forestry that will increase biomass production & timber yields. To achieve this, we need to determine the macroeconomic potential of the various options available, including the use of biotechnology and genetics. The success of the forests plantations capacity may be solved through forest certification, based on: a) Stabilization of the forests and soils structure. b) Hierarchy of biomass production in the forest's management process. c) Οrganization and implementation of effective plantation on marginal lands. d) Maintenance or increase of forest productivity by introducing new items as and when they are required. It is important to evaluate of the influence of factors such as the quality of soils of plantation areas, the utilization of the genetic resources and the management of forest operations with the environmental economic criteria such as net present value of benefits (NPV) and the corresponding flow annuities (EACF).The existing evaluations studies showed that the quality of the plantation areas has the most influence and through validated quality seed production can generate an increase in the NPV up to 73%. The importance of seedlings quality in timber and bio-energy production on marginal lands based on the literature it is estimated according to the heredity of the characteristics of the wood structure (except shrinkage). This clearly indicate that seedlings with the appropriate morphological characteristics can significantly improve the growth performance and help to support the development of biomass plantations oriented in tailor-made timber and bio-energy production.
The timber industries of southern New England--a periodic assessment of timber output
Robert L., Jr. Nevel; Eric H. Wharton; Eric H. Wharton
1988-01-01
Evaluates regional timber output based on the results of a survey of the timber industries of southern New England. Contains statistics on industrial timber production and receipts in Connecticut, Massachusetts and Rhode Island, by state and species, log shipments between states, sawmills and lumber production, and the production and disposition of manufacturing...
The forest ecosystem of southeast Alaska: 7. Forest ecology and timber management.
Arland S. Harris; Wilbur A. Farr
1974-01-01
Large-scale use of the timber resource of southeast Alaska began in 1953 after long efforts to establish a timber industry. Development and present status of the industry and present management of the timber resource are summarized, stressing the biological basis for timber management activities in southeast Alaska today. Ecological and silvicultural considerations...
Mechanical grading of oak timbers
David E. Kretschmann; David W. Green
1999-01-01
For many wood species, the grading of timbers [>76 mm (>4-in.) thick] has not changed in decades. Most timbers are still visually graded by methods that originated in the 1930s. Mechanical grading procedures used to accurately grade 38-mm (2-in. nominal) dimension lumber have not been adapted for use with timbers. Furthermore, the only reliable timber test data...
Simulating Timber and Deer Food Potential In Loblolly Pine Plantations
Clifford A. Myers
1977-01-01
This computer program analyzes both timber and deer food production on managed forests, providing estimates of the number of acres required per deer for each week or month, yearly timber cuts, and current timber growing stock, as well as a cost and return analysis of the timber operation. Input variables include stand descriptors, controls on management, stumpage...
Daniel I. Navon
1971-01-01
Timber RAM (Resource Allocation Method) is a long-range planning method for commercial timber lands under multiple-use management. Timber RAM can produce cutting and reforestation schedules and related harvest and economic reports. Each schedule optimizes an index of performance, subject to periodic constraints on revenues, costs, and, harvest levels. Periodic...
Spatial ecology of timber rattlesnakes on the hardwood ecosystem experiment: pre-treatment results
Brian J. MacGowan; Zachary J. Walker
2013-01-01
The timber rattlesnake (Crotalus horridus) is a species of conservation concern throughout much of its geographic range and may serve as a sentinel species in investigations of the effects of timber harvesting on forest reptiles. Our objective was to determine the effect of even-aged timber management regimes on timber rattlesnake home range and...
Market Dynamics and Optimal Timber Salvage After a Natural Catastrophe
Jeffrey P. Prestemon; Thomas P. Holmes
2004-01-01
Forest-based natural catastrophes are regular features of timber production in the United States, especially from hurricanes, fires, and insect and disease outbreaks. These catastrophes affect timber prices and result in economic transfers. We develop a model of timber market dynamics after such a catastrophe that shows how timber salvage affects the welfare of...
Timber Supply: Mississippi and the South
Robert C. Abt; Fredrick W. Cubbage; Karen J. Lee; Ian Munn
1998-01-01
The availability of timber has become an issue across the South as supplies from other regions are constrained and as demand for timber continues to grow. Whiie any individual state or landowner will have a small impact on national timber supplies, the avaibility of local timber will have a profound effect on local industries. In Mississippi, for example,...
Terry Wipf; Brent M. Phares; Micheal Ritter
2012-01-01
Recently efforts have been put toward the development of civil structures that have embedded sensors and on-board data processing capabilities, typically termed âsmart structures.â The fusion of these smart technologies into infrastructures is intended to give bridge owners/managers better and more timely information on how structures are behaving and when they need...
Effects of Timber Harvest on River Food Webs: Physical, Chemical and Biological Responses
Wootton, J. Timothy
2012-01-01
I compared physical, chemical and biological characteristics of nine rivers running through three timber harvest regimes to investigate the effects of land use on river ecosystems, to determine whether these corresponded to changes linked with downstream location, and to compare the response of different types of indicator variables. Physical variables changed with downstream location, but varied little with timber harvest. Most chemical variables increased strongly with timber harvest, but not with downstream location. Most biological variables did not vary systematically with either timber harvst or downstream location. Dissolved organic carbon did not vary with timber harvest or downstream location, but correlated positively with salmonid abundance. Nutrient manipulations revealed no general pattern of nutrient limitation with timber harvest or downstream location. The results suggest that chemical variables most reliably indicate timber harvest impact in these systems. The biological variables most relevant to human stakeholders were surprisingly insensitive to timber harvest, however, apparently because of decoupling from nutrient responses and unexpectedly weak responses by physical variables. PMID:22957030
Li, Xiaona; He, Hong S.; Wu, Zhiwei; Liang, Yu; Schneiderman, Jeffrey E.
2013-01-01
Forest management under a changing climate requires assessing the effects of climate warming and disturbance on the composition, age structure, and spatial patterns of tree species. We investigated these effects on a boreal forest in northeastern China using a factorial experimental design and simulation modeling. We used a spatially explicit forest landscape model (LANDIS) to evaluate the effects of three independent variables: climate (current and expected future), fire regime (current and increased fire), and timber harvesting (no harvest and legal harvest). Simulations indicate that this forested landscape would be significantly impacted under a changing climate. Climate warming would significantly increase the abundance of most trees, especially broadleaf species (aspen, poplar, and willow). However, climate warming would have less impact on the abundance of conifers, diversity of forest age structure, and variation in spatial landscape structure than burning and harvesting. Burning was the predominant influence in the abundance of conifers except larch and the abundance of trees in mid-stage. Harvesting impacts were greatest for the abundance of larch and birch, and the abundance of trees during establishment stage (1–40 years), early stage (41–80 years) and old- growth stage (>180 years). Disturbance by timber harvesting and burning may significantly alter forest ecosystem dynamics by increasing forest fragmentation and decreasing forest diversity. Results from the simulations provide insight into the long term management of this boreal forest. PMID:23573209
Fire Resistance of Large-Scale Cross-Laminated Timber Panels
NASA Astrophysics Data System (ADS)
Henek, Vladan; Venkrbec, Václav; Novotný, Miloslav
2017-12-01
Wooden structures are increasingly being used in the construction of residential buildings. A common and often published reason to avoid wooden structures is their insufficient fire resistance, which reduces bearing capacity. For this reason, composite sandwich structures began to be designed to eliminate this drawback, as well as others. Recently, however, the trend is for a return to the original, wood-only variant and a search is underway for new technical means of improving the properties of such structures. Many timber structure technologies are known, but structures made from cross-laminated timber (CLT) panels have been used very often in recent years. CLT panels, also known as X-LAM, are currently gaining popularity in Europe. In the case of CLT panels composed of several layers of boards, they can be said to offer a certain advantage in that after the surface layer of a board has burnt and the subsurface layer has dried, oxygen is not drawn to the unburned wood for further combustion and thus the burning process ceases. CLT panels do not need to be specially modified or coated with fire resistant materials, although they are usually lined with gypsum-fibre fire resistant boards due to guidelines set out in the relevant standards. This paper presents a new method for the assessment of load-bearing perimeter walls fabricated from CLT panels without the use of an inner fire-retardant lining to ensure fire resistance at the level required by European standards (i.e. those harmonized for the Czech construction industry). The calculations were verified through laboratory tests which show that better parameters can be achieved during the classification of structures from the fire resistance point of view. The aim of the article is to utilize the results of assessment and testing by an accredited laboratory in order to demonstrate the possibilities of using CLT panels for the construction of multistorey as well as multi-purpose buildings in the Czech Republic.
Competition for National Forest timber: effects on timber-dependent communities.
Richard W. Haynes
1983-01-01
Results are reported for three studies that dealt with the influence of timber sale practices on competition for timber in the timber-dependent communities of Medford and Grant County An Oregon and those surrounding the Nezperce National Forest in Idaho. Results are also reported for a fourth study that examines how several firms managed their uncut volume under...
Timber products output and timber harvests in Alaska: projections for 1992-2010.
D.J. Brooks; R.W. Haynes
1994-01-01
Projections of Alaska timber products output, the derived demand for raw material, and timber harvest by owner are developed from a trend-based analysis. By using a spread-sheet model, material flows in the Alaska forest sectorare fully accounted for. Demand for Alaska national forest timber is projected and depends on product output and harvest by other owners. Key...
P.L. Tedder; R.N. La Mont; J.C. Kincaid
1987-01-01
TRIM (Timber Resource Inventory Model) is a yield table projection system developed for timber supply projections and policy analysis. TRIM simulates timber growth, inventories, management and area changes, and removals over the projection period. Programs in the TRIM system, card-by-card descriptions of required inputs, table formats, and sample results are presented...
Deconstructing the timber volume paradigm in management of the Tongass National Forest.
John P. Caouette; Marc G. Kramer; Gregory J. Nowacki
2000-01-01
Timber volume information and associated maps have been widely used in the Tongass National Forest for land-use planning and timber and wildlife management. Although considerable effort has been expended to improve timber volume maps, little has been done to evaluate the suitability of timber volume as a descriptor of forest character.We established a rough indicator...
Determinants of Non-Timber Values in Wisconsin Northern Hardwoods
Richard Scarpa; Joseph Buongiorno; Karen Lee
1998-01-01
A working definition of non-timber value is the difference between the revenues attainable by implementing an infinite horizon timber revenue maximizing cutting rule, and the value of the observed harvest. This non-timber value was estimated for the stands of the Forest Inventory Analysis data in the maple-beech-birch type in Wisconsin. Non-timber values averaged 23...
Analytical monitoring of soil bioengineering structures in the Tuscan Emilian Apennines of Italy
NASA Astrophysics Data System (ADS)
Selli, Lavinia; Guastini, Enrico
2014-05-01
Soil bioengineering has been an appropriate solution to deal with erosion problems and shallow landslides in the North Apennines, Italy. The objective of our research was a check about critical aspects of soil bioengineering works. We monitored the works that have been carried out in the Tuscan Emilian Apennines by testing the suitability of different plant species and analyzed in detail timber structures of wooden crib walls. Plant species were mainly Salix alba and Salix purpurea that gave good sprouting and survival rates. However, showed some issues in growing on dry and sunny Apennine lands, where other shrubs like Spanish Broom, blackthorn, cornel-tree and Eglantine would be more indicated. The localized analysis on wooden elements has been led gathering parts from the poles and obtaining samples in order to determine their density. The hypothetical initial density of the wood used in the structure has been estimated, then calculating the residual density. This analysis allows us to determine the general condition of the wood, highlighting the structures in worst condition (the one in Pianaccio show a residual density close to 70%, instead of 90% as found on other structures) and those whose degraded wood has undergone the greatest damage (Pianaccio here too, with 50%, followed by Campoferrario - 60% - and by Pian di Favale with 85%, a rather good value for the most degraded wood in the structure).
36 CFR 221.3 - Disposal of national forest timber according to management plans.
Code of Federal Regulations, 2012 CFR
2012-07-01
... SERVICE, DEPARTMENT OF AGRICULTURE TIMBER MANAGEMENT PLANNING § 221.3 Disposal of national forest timber... and of opportunities for employment. (4) Provide for coordination of timber production and harvesting...
36 CFR 221.3 - Disposal of national forest timber according to management plans.
Code of Federal Regulations, 2011 CFR
2011-07-01
... SERVICE, DEPARTMENT OF AGRICULTURE TIMBER MANAGEMENT PLANNING § 221.3 Disposal of national forest timber... and of opportunities for employment. (4) Provide for coordination of timber production and harvesting...
Seismic damage to structures in the M s6.5 Ludian earthquake
NASA Astrophysics Data System (ADS)
Chen, Hao; Xie, Quancai; Dai, Boyang; Zhang, Haoyu; Chen, Hongfu
2016-03-01
On 3 August 2014, the Ludian earthquake struck northwest Yunnan Province with a surface wave magnitude of 6.5. This moderate earthquake unexpectedly caused high fatalities and great economic loss. Four strong motion stations were located in the areas with intensity V, VI, VII and IX, near the epicentre. The characteristics of the ground motion are discussed herein, including 1) ground motion was strong at a period of less than 1.4 s, which covered the natural vibration period of a large number of structures; and 2) the release energy was concentrated geographically. Based on materials collected during emergency building inspections, the damage patterns of adobe, masonry, timber frame and reinforced concrete (RC) frame structures in areas with different intensities are summarised. Earthquake damage matrices of local buildings are also given for fragility evaluation and earthquake damage prediction. It is found that the collapse ratios of RC frame and confined masonry structures based on the new design code are significantly lower than non-seismic buildings. However, the RC frame structures still failed to achieve the `strong column, weak beam' design target. Traditional timber frame structures with a light infill wall showed good aseismic performance.
Prakash Nepal; Peter J. Ince; Kenneth E. Skog; Sun J. Chang
2013-01-01
Whereas climate change mitigation involving payments to forest landowners for accumulating carbon on their land may increase carbon stored in forests, it will also affect timber supply and prices. This study estimated the effect on US timber and primary forest product markets of hypothetical timber set-aside scenarios where US forest landowners would be paid to forego...
The timber resources of Rhode Island
Roland H. Ferguson; John R. McGuire; John R. McGuire
1957-01-01
This is a report on the first comprehensive survey ever made of the timber resources of Rhode Island. It shows, for the years 1952 and 1953, the area and condition of the forest land, the volume and quality of standing timber, the rates of timber growth and mortality, and the extent of timber cutting for forest products. The survey was made by the Forest Service as...
Synthesis of wood treatment alternatives for timber railroad structures.
DOT National Transportation Integrated Search
2011-12-01
A wealth of information exists on various wood preservatives, treatment techniques, curing practices, and other engineered : controls, along with alternative materials for replacement. This study was initiated to review and synthesize available : inf...
A timber bridge initiative for Virginia : special report.
DOT National Transportation Integrated Search
1991-01-01
This report presents a plan for a timber bridge initiative in Virginia. It addresses (1) the immediate and future potential for using timber in the replacement of many of Virginia's bridges, (2) the available timber resources in Southside Virginia, (...
3D engineered fiberboard : a new structural building product
John F. Hunt; Jerrold E. Winandy
2002-01-01
To help meet the need for sustainable forest management tools, the USDA Forest Products Laboratory is developing an economically viable process to produce three-dimensional structural fibreboard products that can utilize a wide range of lignocellulosic fibres contained in the forest undergrowth and in underutilized timber. This will encourage the public and private...
Genetic homogeneity in Juglans nigra(Juglanaceae) at nuclear microsatellites
Erin R. Victory; Jeffrey C. Glaubitz; Olin E., Jr. Rhodes; Keith E. Woeste
2006-01-01
Broad-scale studies of genetic structure and diversity are indicative of the recent evolutionary history of a species and are relevant to conservation efforts. We have estimated current levels of genetic diversity and population structure for black walnut (Juglans nigra L.), a highly valuable timber species, in the central hardwood region of the...
NASA Astrophysics Data System (ADS)
Gao, Tian; Zhu, Jiaojun; Deng, Songqiu; Zheng, Xiao; Zhang, Jinxin; Shang, Guiduo; Huang, Liyan
2016-10-01
Timber production is the purpose for managing plantation forests, and its spatial and quantitative information is critical for advising management strategies. Previous studies have focused on growing stock volume (GSV), which represents the current potential of timber production, yet few studies have investigated historical process-harvested timber. This resulted in a gap in a synthetical ecosystem service assessment of timber production. In this paper, we established a Management Process-based Timber production (MPT) framework to integrate the current GSV and the harvested timber derived from historical logging regimes, trying to synthetically assess timber production for a historical period. In the MPT framework, age-class and current GSV determine the times of historical thinning and the corresponding harvested timber, by using a ;space-for-time; substitution. The total timber production can be estimated by the historical harvested timber in each thinning and the current GSV. To test this MPT framework, an empirical study on a larch plantation (LP) with area of 43,946 ha was conducted in North China for a period from 1962 to 2010. Field-based inventory data was integrated with ALOS PALSAR (Advanced Land-Observing Satellite Phased Array L-band Synthetic Aperture Radar) and Landsat-8 OLI (Operational Land Imager) data for estimating the age-class and current GSV of LP. The random forest model with PALSAR backscatter intensity channels and OLI bands as input predictive variables yielded an accuracy of 67.9% with a Kappa coefficient of 0.59 for age-class classification. The regression model using PALSAR data produced a root mean square error (RMSE) of 36.5 m3 ha-1. The total timber production of LP was estimated to be 7.27 × 106 m3, with 4.87 × 106 m3 in current GSV and 2.40 × 106 m3 in harvested timber through historical thinning. The historical process-harvested timber accounts to 33.0% of the total timber production, which component has been neglected in the assessments for current status of plantation forests. Synthetically considering the RMSE for predictive GSV and misclassification of age-class, the error in timber production were supposed to range from -55.2 to 56.3 m3 ha-1. The MPT framework can be used to assess timber production of other tree species at a larger spatial scale, providing crucial information for a better understanding of forest ecosystem service.
78 FR 73818 - Information Collection; Timber Sale Contract Operations and Administration
Federal Register 2010, 2011, 2012, 2013, 2014
2013-12-09
... DEPARTMENT OF AGRICULTURE Forest Service Information Collection; Timber Sale Contract Operations...-0225, Timber Sale Contract Operations and Administration. DATES: Comments must be received in writing.... SUPPLEMENTARY INFORMATION: Title: Timber Sale Contract Operations and Administration. OMB Number: 0596-0225...
Timber resources of southwest Oregon.
Patricia M. Bassett
1979-01-01
This report presents statistics from a 1973 inventory of timber resources of Douglas County and from a 1974 inventory of timber resources of Coos, Curry, Jackson, and Josephine Counties, Oregon. Tables presented are of forest area and of timber volume, growth, and mortality.
Effect of heart checks on flexural properties of reclaimed 6 by 8 Douglas-fir timbers
David W. Green; Robert H. Falk; Scott F. Lantz
2001-01-01
A sampling of nominal 6- by 8-inch (standard 140- by 184-mm) Douglas-fir timbers was obtained from an industrial military building in Minnesota. Thirty selected timbers had heart checks (boxed heart splits), which are characteristic of most old timbers installed in dry locations. Sixty selected timbers did not have heart checks. Most of the beams would grade as Select...
Value of timber and agricultural products in the United States, 1991
D. B. McKeever; J. L. Howard
1996-01-01
In the United States, timber and agriculture are two important components of the Gross Domestic Product (GDP). The purpose of this study was to quantify the volume and value of timber in the U.S. economy in 1991 and compare the value of timber with that of agriculture. Combined, timber and agriculture accounted for 6.2 percent of total GDP in 1991, and 13.2 percent of...
Relationship of stump diameter to d.b.h. for white pine in the northeast
Jesse D. Diller
1954-01-01
A need to estimate the volume cut from a timber tract when only the stumps are left is often felt by foresters, timber operators, and landowners. This need arises in areas where timber sales are based on stump diameters, in timber trespass cases, in check cruises on marked timber sales (to determine volume cut from unmarked trees), and as an aid in piecing together the...
Physical suitability of Appalachian hardwood sawlogs for sawed timbers
Lawrence D. Garrett
1970-01-01
A study of the physical suitability of Appalachian hardwood sawlogs for manufacture of sawed timbers revealed that: most grade 1 logs can be used to saw timbers as large as 8 by 9 inches, end dimension; most grade 2 logs are suited for manufacture of timbers 6 by 8 inches and smaller; and most grade 3 logs are suited for manufacture of timbers 5 by 7 inches and smaller...
Aerial Sampling of Emissions from Biomass Pile Burns in ...
Abstract (already cleared). Emissions from burning piles of post-harvest timber slash in Grande Ronde, Oregon were sampled using an instrument platform lofted into the plume using a tether-controlled aerostat or balloon. Emissions of carbon monoxide, carbon dioxide, methane, particulate matter (PM2.5 µm), black carbon, ultraviolet absorbing PM, elemental/organic carbon, semi-volatile organics (polycyclic aromatic hydrocarbons and polychlorinated dibenzodioxins/dibenzofurans), filter-based metals, and volatile organics were sampled for determination of emission factors. The effect on emissions from covering or not covering piles with polyethylene sheets to prevent fuel wetting was determined. Results showed that the uncovered (“wet”) piles burned with lower combustion efficiency and higher emissions of volatile organic compounds. Results for other pollutants will also be discussed. This work determines the first known in-field emission factors for burning of timber slash piles. The results also document the effect on emissions of covering the piles with polyethylene covers to reduce the moisture content of the biomass.
Andrew J. Hartsell; Tony G. Johnson
2009-01-01
The principle findings of the seventh forest survey of Alabama (2000) and changes that have occurred since the previous surveys are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, and mortality.
Andrew J. Hartsell; Tony G. Johnson
2009-01-01
The principle findings of the eighth forest survey of Alabama (2005) and changes that have occurred since the previous surveys are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth removals, and mortality.
Code of Federal Regulations, 2011 CFR
2011-07-01
... 223.49 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL PRODUCTS Timber Sale... purchaser bids for timber offered. (3) Lump sum timber sales are premeasured sales where the entire value of...
Code of Federal Regulations, 2010 CFR
2010-07-01
... 223.49 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract Conditions and Provisions § 223.49... excess of the advertised value that a purchaser bids for timber offered. (3) Lump sum timber sales are...
48 CFR 436.579 - Opted timber sale road requirements.
Code of Federal Regulations, 2010 CFR
2010-10-01
... Sale Road Requirements, in road construction contracts resulting from a timber sale turnback. ... 48 Federal Acquisition Regulations System 4 2010-10-01 2010-10-01 false Opted timber sale road... CATEGORIES OF CONTRACTING CONSTRUCTION AND ARCHITECT-ENGINEER CONTRACTS Contract Clauses 436.579 Opted timber...
Robert Ross; Roy F. Pellerin; Norbert Volny; William W. Salsig; Robert H. Falk
2000-01-01
This guide was prepared to assist inspectors in the use of stress wave timing instruments and various methods of locating and defining areas of decay in timber members in historic structures. The first two sections provide (a) background information regarding conventional methods to locate and measure decay in historic structures and (b) the principles of stress wave...
[Carbon storage of forest stands in Shandong Province estimated by forestry inventory data].
Li, Shi-Mei; Yang, Chuan-Qiang; Wang, Hong-Nian; Ge, Li-Qiang
2014-08-01
Based on the 7th forestry inventory data of Shandong Province, this paper estimated the carbon storage and carbon density of forest stands, and analyzed their distribution characteristics according to dominant tree species, age groups and forest category using the volume-derived biomass method and average-biomass method. In 2007, the total carbon storage of the forest stands was 25. 27 Tg, of which the coniferous forests, mixed conifer broad-leaved forests, and broad-leaved forests accounted for 8.6%, 2.0% and 89.4%, respectively. The carbon storage of forest age groups followed the sequence of young forests > middle-aged forests > mature forests > near-mature forests > over-mature forests. The carbon storage of young forests and middle-aged forests accounted for 69.3% of the total carbon storage. Timber forest, non-timber product forest and protection forests accounted for 37.1%, 36.3% and 24.8% of the total carbon storage, respectively. The average carbon density of forest stands in Shandong Province was 10.59 t x hm(-2), which was lower than the national average level. This phenomenon was attributed to the imperfect structure of forest types and age groups, i. e., the notably higher percentage of timber forests and non-timber product forest and the excessively higher percentage of young forests and middle-aged forest than mature forests.
36 CFR 223.45 - Definitions applicable to transfer of purchaser credit.
Code of Federal Regulations, 2010 CFR
2010-07-01
..., DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract... business entities having timber sale contracts on the same National Forest. The term National Forest shall... estimated remaining unscaled (unreported on tree measurement contracts) volumes by species of timber...
The fourth Minnesota forest inventory: timber volumes and projections of timber supply.
John S. Jr. Spencer
1982-01-01
The fourth inventory of Minnesota's forest resources shows a 21% increase in growing-stock volume between 1962 and 1977, from 9.4 to 11.5 billion cubic feet. Presented are text and statistics on timber volume, growth, mortality, removals, and future timber supply.
James L. Chamberlain; Stephen Prisley; Michael McGuffin
2013-01-01
The roots of American ginseng have been harvested from the hardwood forests of eastern United States, along-side timber, since the mid-1700s. Very little is known about this non-timber commodity relative to timber, although significant volumes of ginseng root have been harvested from the same forests along with timber. The harvest of ginseng correlated positively and...
Chediack, Sandra E
2008-06-01
The effect of forest exploitation--timber and palmito (Euterpe edulis, Palmae) extraction--on structure, diversity, and floristic composition of forests known as palmitals of the Atlantic Forest of Argentina was analyzed. These palmitals are located in Misiones (54 degrees 13' W and 25 degrees 41' S). Three 1 ha permanent plots were established: two in the "intangible" zone of the Iguazu National Park (PNI), and another in an exploited forest site bordering the PNI. Three 0.2 ha non-permanent plots were also measured. One was located in the PNI reserve zone where illegal palmito extraction occurs. The other two were in logged forest. All trees and palmitos with DBH >10 cm were identified and DBH and height were measured. For each of the six sites, richness and diversity of tree species, floristic composition, number of endemic species, and density of harvestable tree species were estimated. The harvest of E. edulis increases density of other tree species, diminishing palmito density. Forest explotation (logging and palmito harvest) is accompanied by an increase in diversity and density of heliophilic species, which have greater timber value in the region. However, this explotation also diminishes the density of palmito, of endemic species which normally grow in low densities, and of species found on the IUCN Red List. Results suggest that forest structure may be managed for timber and palmito production. The "intangible" zone of the PNI has the greatest conservation value in the Atlantic Forest, since a greater number of endemisms and endangered species are found here.
New York Timber industries - a periodic assessment of timber output
Robert L., Jr. Nevel; Everett L Sochia; Thomas H. Wahl; Thomas H. Wahl
1982-01-01
Reports the results of a survey of the timber industries of New York; contains statistics on industrial timber production and receipts, and production and disposition of the manufacturing residues. Comparisons are made with the most recent survey, and trends in industrial wood output are noted. Includes 18 statistical tables.
John S. Jr. Spencer; Burton L. Essex
1976-01-01
The third inventory of Missouri's timber resource shows a small gain in growing-stock volume and a somewhat larger gain in sawtimber volume since 1959. Area of commercial forest declined sharply between surveys. Presented are text and statistics on forest area and timber volume, growth, mortality, ownership, stocking, future timber supply, and forest management...
Enviromentally Sound Timber Extracting Techniques for Small Tree Harvesting
Lihai Wang
1999-01-01
Due to large area disturbed and great deal of energy cost during-its operations, introducing or applying the appropriate timber extracting techniques could significantly reduce the impact of timber extraction operations to forest environment while pursuing the reasonable operation costs. Four environmentally sound timber extraction techniques for small tree harvesting...
Likelihood of Timber Management on Nonindustrial Private Forests: Evidence From Research Studies
Ralph J. Alig; Karen J. Lee; Robert J. Moulton
1990-01-01
Research on timber management tendencies by nonindustrial private forest owners, while sometimes conflicting, provides useful information to support policy analyses of timber supply and investment behavior. Numerous research studies regarding tree planting, intermediate stand treatments, and timber harvesting are reviewed. Conclusive research findings include that: (1...
Estimating timber supply from private forests
D.F. Dennis
1991-01-01
Nonindustrial private landowners, who hold a majority of the Nation's commercial forests, own land primarily for reasons other than timber production. The multiple objective and dynamic nature of private ownership make planning and estimation of timber availability from this sector extremely difficult. Insight into the determinants of timber supply from private...
Alabama's timber industry - an assessment of timber product output and use, 1995
Tony G. Johnson; Jim R. Gober; J. Stephen Nix
1998-01-01
Output of Industrial Timber Products.Note: The reader must understand that certain terms, namely-retained, export, import, production, and receipts-have specialized meanings and relationships. unique to the Forest Inventory and Analysis Units across the country that deal with timber products output.In 1995, the combined...
2016-08-01
transducers to the structural members depending on whether they are steel, concrete, timber , FRP, or other. For steel structures , quite often the...25th, 2010 despite inclement weather including rain and wind. The BDI Wireless Structural Testing System (STS-WiFi) was used for measuring strains...III 1. STRUCTURAL TESTING PROCEDURES
Zhiyong Cai; Robert J. Ross; Michael O. Hunt; Lawrence A. Soltis
2002-01-01
Evaluation of existing timber structures requires procedures to evaluate in situ structural members and components. This report evaluates the transverse vibration response of laboratory-built floor systems with new and salvaged joists. The objectives were to 1) compare floor system response to individual member response; 2) examine response sensitivity to location of...
ERIC Educational Resources Information Center
Bünning, Frank
2013-01-01
Pedagogic approaches to TVET offer a limited range of teaching strategies which make use of experimental learning. Thus experiments were developed for teachers of structural engineering and timber processing technologies and were subject to empirical evaluation by a researcher at the Otto-von-Guericke-University Magdeburg and Kassel University.…
Strength and stiffness of reinforced yellow-poplar glued-laminated beams
R. Hernandez; R. C. Moody
In bridge applications, it is often necessary to minimize the depth of the bridge structure to provide for the required hydraulic opening or reduce the volume of approach fill. For bridges that utilize structural glued-laminated (glulam) timber beams as stringers, reinforcement using thin strips of pultruded E-glass-fiber-reinforced plastic (GFRP) composites may permit...
Evaluation of lumber recycled from an industrial military building
R. H. Falk; D. W. Green; S. C. Lantz
1999-01-01
During the past century, millions of structures were built from sawn lumber and timber. When these structures reach the end of their service lives, contemporary practices emphasize landfill disposal. In recent years, the public has expressed a strong interest in developing environmentally acceptable and efficient reuse options for this solid-wood material. As a result...
Hans-Erik Andersen; Jeffrey R. Foster; Stephen E. Reutebuch
2003-01-01
Three-dimensional (3-D) forest structure information is critical to support a variety of ecosystem management objectives on the Fort Lewis Military Reservation, including habitat assessment, ecological restoration, fire management, and commercial timber harvest. In particular, the Forestry Program at Fort Lewis requires measurements of shrub, understory, and overstory...
Gillian L. Holloway; Winston P. Smith; Charles B. Halpern; Robert A. Gitzen; Christine C. Maguire; Stephen D. West
2012-01-01
In many regions of the world, forest management has shifted from practices emphasizing timber production to more sustainable harvesting that integrates ecological values, including maintenance of biodiversity, wildlife habitat, and ecological goods and services. To this end, management strategies emphasize retention of stand structures that meet the needs of forest-...
Experimental investigations of timber beams strengthened by CFRP and Rebars under bending
NASA Astrophysics Data System (ADS)
Nianqiang, Zhou; Weixing, Shi
2017-04-01
Wooden structure houses deteriorate over time due to environmental aging, fatigue, and other reasons. In order to solve this problem, composite timber beams strengthened by extra steel bars (rebar) and carbon fiber-reinforced plastic (CFRP) are studied experimentally in this paper. Specimens with various strenghting, ie., rebars only, CFRP only, and a combination of the two, were considered under four-point flexural tests. Failure, displacement and strain response and ductility capacity were evaluated for the present tested models. Dramatic enhancement of the capacity in addition to improved deflection and ductility were gained for the strengthened beams relative to the plain specimens, indicating the effectiveness of the reinforcement on the flexural strength of such composite beams.
76 FR 9962 - Surety Bond Guarantee Program; Timber Sales
Federal Register 2010, 2011, 2012, 2013, 2014
2011-02-23
... and performance bonds for timber sale contracts awarded by the Federal Government or other public and... that the exception for timber sale contracts applies only to bid and performance bonds. Bid bonds are..., except for contracts in connection with bid and performance bonds for the sale of timber and/or other...
Aggregate Timber Supply: From the Forest to the Market
David N. Wear; Subhrendu K. Pattanayak
2003-01-01
Timber supply modeling is a means of formalizing the production behavior of heterogeneous landowners managing a wide variety of forest types and vintages within a region. The critical challenge of timber supply modeling is constructing theoretically valid and empirically practical aggregate descriptions of harvest behavior. Understanding timber supply is essential for...
Timber resource statistics for eastern Washington, 1995.
Neil McKay; Patricia M. Bassett; Colin D. MacLean
1995-01-01
This report summarizes a 1990-91 timber resource inventory of Washington east of the crest of the Cascade Range. The inventory was conducted on all private and public lands except National Forests. Timber resource statistics from National Forest inventories also are presented. Detailed tables provide estimates of forest area, timber volume, growth, mortality, and...
43 CFR 2812.0-6 - Statement of policy.
Code of Federal Regulations, 2013 CFR
2013-10-01
... to timber roads. (b) It is well established that the value of standing timber is determined in... road available for access to all the mature and overmature timber it could tap leads to economic waste. Blocks of timber which are insufficient in volume or value to support the construction of a duplicating...
43 CFR 2812.0-6 - Statement of policy.
Code of Federal Regulations, 2012 CFR
2012-10-01
... to timber roads. (b) It is well established that the value of standing timber is determined in... road available for access to all the mature and overmature timber it could tap leads to economic waste. Blocks of timber which are insufficient in volume or value to support the construction of a duplicating...
A second look a North Dakota's timber lands, 1980.
Pamela J. Jakes; W. Brad Smith
1982-01-01
The second inventory of North Dakota forest resources shows a decline in commercial forest area between 1954 and 1980. Presented are text and statistics on forest area and timber volume, growth, mortality, ownership, stocking, future timber supply, timber use, forest management opportunities, and nontimber forest resources. A forest type map is included.
Wisconsin's 1968 timber resource--a perspective.
John S. Jr. Spencer; Harry W. Thorne
1972-01-01
The third inventory of Wisconsin's timber resource shows substantial gains in growing-stock and sawtimber volumes since 1956, in spite of a small decline in area of commercial forest land. Presented are text and statistics on forest area and timber volume, growth, mortality, ownership, stocking, and use in 1968. Two 30-year projections of timber growth, removals...
36 CFR 221.3 - Disposal of national forest timber according to management plans.
Code of Federal Regulations, 2010 CFR
2010-07-01
... 36 Parks, Forests, and Public Property 2 2010-07-01 2010-07-01 false Disposal of national forest timber according to management plans. 221.3 Section 221.3 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE TIMBER MANAGEMENT PLANNING § 221.3 Disposal of national forest timber...
46 CFR 42.25-20 - Computation for freeboard.
Code of Federal Regulations, 2014 CFR
2014-10-01
... freeboard. (a) The minimum summer freeboards must be computed in accordance with §§ 42.20-5 (a) and (b), 42... the summer timber freeboard one thirty-sixth of the molded summer timber draft. (c) The winter North...(d)(1). (d) The tropical timber freeboard shall be obtained by deducting from the summer timber...
46 CFR 42.25-20 - Computation for freeboard.
Code of Federal Regulations, 2011 CFR
2011-10-01
... freeboard. (a) The minimum summer freeboards must be computed in accordance with §§ 42.20-5 (a) and (b), 42... the summer timber freeboard one thirty-sixth of the molded summer timber draft. (c) The winter North...(d)(1). (d) The tropical timber freeboard shall be obtained by deducting from the summer timber...
46 CFR 42.25-20 - Computation for freeboard.
Code of Federal Regulations, 2010 CFR
2010-10-01
... freeboard. (a) The minimum summer freeboards must be computed in accordance with §§ 42.20-5 (a) and (b), 42... the summer timber freeboard one thirty-sixth of the molded summer timber draft. (c) The winter North...(d)(1). (d) The tropical timber freeboard shall be obtained by deducting from the summer timber...
46 CFR 42.25-20 - Computation for freeboard.
Code of Federal Regulations, 2012 CFR
2012-10-01
... freeboard. (a) The minimum summer freeboards must be computed in accordance with §§ 42.20-5 (a) and (b), 42... the summer timber freeboard one thirty-sixth of the molded summer timber draft. (c) The winter North...(d)(1). (d) The tropical timber freeboard shall be obtained by deducting from the summer timber...
46 CFR 42.25-20 - Computation for freeboard.
Code of Federal Regulations, 2013 CFR
2013-10-01
... freeboard. (a) The minimum summer freeboards must be computed in accordance with §§ 42.20-5 (a) and (b), 42... the summer timber freeboard one thirty-sixth of the molded summer timber draft. (c) The winter North...(d)(1). (d) The tropical timber freeboard shall be obtained by deducting from the summer timber...
Timber resource of Missouri's Southwest Ozarks.
Patrick D. Miles
1990-01-01
Timber inventory report for twelve county area in southwest Missouri. Forest land comprises approximately half the land area of these counties. Timber removals are less than half of growth. Timber volume and growth continue to increase as large areas of regenerated stands achieve sawtimber size. Highlights and statistics are presented on area, volume, growth,...
Wisconsin timber industry--an assessment of timber product output and use.
James E. Blyth; James W. Whipple; W. Brad Smith
1989-01-01
Discusses recent Wisconsin forest industry trends, production and receipts of pulpwood, saw logs, and veneer logs, and production of other timber products in 1986. Reports on logging residue, on timber removals, on wood and bark residue generated at primary wood-using mills, and on disposition of this mill residue.
Timber management planning with timber ram and goal programming
Richard C. Field
1978-01-01
By using goal programming to enhance the linear programming of Timber RAM, multiple decision criteria were incorporated in the timber management planning of a National Forest in the southeastern United States. Combining linear and goal programming capitalizes on the advantages of the two techniques and produces operationally feasible solutions. This enhancement may...
Regional cost information for private timberland conversion and management.
Lucas S Bair; Ralph J. Alig
2006-01-01
Cost of private timber management practices in the United States are identified, and their relationship to timber production in general is highlighted. Costs across timber-producing regions and forest types are identified by forest type and timber management practices historically applied in each region. This includes cost estimates for activities such as forest...
Opportunity costs of carbon sequestration in a forest concession in central Africa.
Ndjondo, Michel; Gourlet-Fleury, Sylvie; Manlay, Raphaël J; Engone Obiang, Nestor Laurier; Ngomanda, Alfred; Romero, Claudia; Claeys, Florian; Picard, Nicolas
2014-12-01
A large proportion of the tropical rain forests of central Africa undergo periodic selective logging for timber harvesting. The REDD+ mechanism could promote less intensive logging if revenue from the additional carbon stored in the forest compensates financially for the reduced timber yield. Carbon stocks, and timber yields, and their associated values, were predicted at the scale of a forest concession in Gabon over a project scenario of 40 yr with reduced logging intensity. Considering that the timber contribution margin (i.e. the selling price of timber minus its production costs) varies between 10 and US$40 m -3 , the minimum price of carbon that enables carbon revenues to compensate forgone timber benefits ranges between US$4.4 and US$25.9/tCO 2 depending on the management scenario implemented. Where multiple suppliers of emission reductions compete in a REDD+ carbon market, tropical timber companies are likely to change their management practices only if very favourable conditions are met, namely if the timber contribution margin remains low enough and if alternative management practices and associated incentives are appropriately chosen.
Matthew Jones House: Recommendations for Treatment
2016-04-01
strongly recommend that a structural engineer be contracted to provide in depth analysis and monitoring. The decay of the historic timber top plates...of the structure . This report summarizes the research and findings by the NCPTT. It also includes an engineer’s report and other supplemental in...NEEDED. DO NOT RETURN IT TO THE ORIGINATOR. ERDC/CERL CR-16-1 iii Foreword After identifying a variety of structural issues with the Matthew Jones
Impact of Underwater Explosions on Concrete Bridge Foundations
2016-06-01
www.theconstructioncivil.org/ [16] M. Aggour, A. Hachichi and M. Mayer, “Nondestructive evaluation of timber bridge piles,” in Proceedings of a Session a Structure Congress...detonation must be executed a safe distance from any critical infrastructure to ensure the survivability of the structure . This thesis implements...be executed a safe distance from any critical infrastructure to ensure the survivability of the structure . This thesis implements the Dynamic System
Use of Image Based Modelling for Documentation of Intricately Shaped Objects
NASA Astrophysics Data System (ADS)
Marčiš, M.; Barták, P.; Valaška, D.; Fraštia, M.; Trhan, O.
2016-06-01
In the documentation of cultural heritage, we can encounter three dimensional shapes and structures which are complicated to measure. Such objects are for example spiral staircases, timber roof trusses, historical furniture or folk costume where it is nearly impossible to effectively use the traditional surveying or the terrestrial laser scanning due to the shape of the object, its dimensions and the crowded environment. The actual methods of digital photogrammetry can be very helpful in such cases with the emphasis on the automated processing of the extensive image data. The created high resolution 3D models and 2D orthophotos are very important for the documentation of architectural elements and they can serve as an ideal base for the vectorization and 2D drawing documentation. This contribution wants to describe the various usage of image based modelling in specific interior spaces and specific objects. The advantages and disadvantages of the photogrammetric measurement of such objects in comparison to other surveying methods are reviewed.
12th Central Hardwood Forest Conference
Jeffrey W. Stringer; David L. Loftis; Michael Lacki; Thomas Barnes; Robert A. Muller
1999-01-01
There were 32 oral presentations, 11 abstracts, and 22 poster presentations presented at the 12th Central Hardwood Forest Conference. Presentation topics included wildlife management, nutrient dynamics, stand structure, reforestation/reclamation, timber harvesting, modeling and inventory, silviculture, disturbance effects, and genetics/tree improvement.
Forest resources of Mississippi - 1994
James F. Rosson
2001-01-01
The principal findings of the seventh forest survey of Mississippi and changes that have occurred since the previous survey are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, mortality, harvesting, and management activity.
Forest resources of Arkansas, 1995
James F. Rosson
2002-01-01
The principal findings of the seventh forest survey of Arkansas and changes that have occurred since the previous survey are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, mortality, harvesting, and management activity.
Minnesota forest statistics, 1977.
Pamela J. Jakes
1980-01-01
Presents highlights and statistics from the Fourth Minnesota Forest Inventory. Includes detailed tables of forest area, timber volume, net annual growth, timber removals, mortality, and timber products output.
Code of Federal Regulations, 2010 CFR
2010-07-01
... importation of any round log or timber product originating in Liberia authorized. 593.510 Section 593.510... importation of any round log or timber product originating in Liberia authorized. Except as otherwise... into the United States of any round log or timber product originating in Liberia are authorized. ...
Forensic timber identification: It's time to integrate disciplines to combat illegal logging
Eleanor E. Dormontt; Markus Boner; Birgit Braun; Gerhard Breulmann; Bernd Degen; Edgard Espinoza; Shelley Gardner; Phil Guillery; John C. Hermanson; Gerald Koch; Soon Leong Lee; Milton Kanashiro; Anto Rimbawanto; Darren Thomas; Alex C. Wiedenhoeft; Yafang Yin; Johannes Zahnen; Andrew J. Lowe
2015-01-01
The prosecution of illegal logging crimes is hampered by a lack of available forensic timber identification tools, both for screening of suspectmaterial and definitive identification of illegally sourcedwood. Reputable timber traders are also struggling to police their own supply chains and comply with the growing requirement for due diligence with respect to timber...
Pennsylvania timber industries - a periodic assessment of timber output
James T. Bones; John K., Jr. Sherwood
1978-01-01
A periodic evaluation of statewide industrial timber output based on a survey of the primary wood-manufacturing plants in Pennsylvania. Contains statistics on the industrial timber harvest and plant wood-receipts in 1976, and the production and disposition of the manufacturing residues that resulted. The 166 million cubic feet of industrial wood produced in 1976...
The aggregate timberland assessment systemATLAS: a comprehensive timber projection model.
J.R. Mills; J.C. Kincaid
1992-01-01
The aggregate timberland assessment system is a time-based deterministic timber projection model. It was developed by the USDA Forest Service to address broad policy questions related to future timber supplies for the 1989 Renewable Resources Planning Act timber assessment. An open framework design allows for customizing inputs to account for regional and subregional...
SPATS: a model for projecting softwood timber inventories in the Southern United States.
David J. Brooks
1987-01-01
The yield-table projection method for modeling the development of regional timber inventories is outlined, and its application to softwood timber types in the Southern United States is described. Problems of simulating forest management practices and natural succession are discussed. A computer model that projects softwood timber inventories using yield-table...
Substitution and the USDA Forest Service log export restrictions.
Gary R. Lindell
1980-01-01
With some exceptions, the substitution of national forest timber for exported private timber is forbidden by regulations. Certain firms may use a limited amount of national forest timber as replacement for exported private timber, however, in accordance with their pattern of purchases and exports from 1971 through 1973. About 359 million board feet of national forest...
The 2005 RPA timber assessment update.
Richard W. Haynes; Darius M. Adams; Ralph J. Alig; Peter J. Ince; John R. Mills; Xiaoping. Zhou
2007-01-01
This update reports changes in the Nation's timber resource since the Analysis of the Timber Situation in the United States was completed in 2003. Prospective trends in demands for and supplies of timber, and the factors that affect these trends are examined. These trends include changes in the U.S. economy, increased salvage of British Columbia beetle-killed...
43 CFR 5511.1-1 - Free use of timber on mineral and nonmineral public lands.
Code of Federal Regulations, 2011 CFR
2011-10-01
... 43 Public Lands: Interior 2 2011-10-01 2011-10-01 false Free use of timber on mineral and... Lands (Continued) BUREAU OF LAND MANAGEMENT, DEPARTMENT OF THE INTERIOR FOREST MANAGEMENT (5000) FREE USE OF TIMBER Free Use Regulations § 5511.1-1 Free use of timber on mineral and nonmineral public...
43 CFR 5511.1-1 - Free use of timber on mineral and nonmineral public lands.
Code of Federal Regulations, 2013 CFR
2013-10-01
... 43 Public Lands: Interior 2 2013-10-01 2013-10-01 false Free use of timber on mineral and... Lands (Continued) BUREAU OF LAND MANAGEMENT, DEPARTMENT OF THE INTERIOR FOREST MANAGEMENT (5000) FREE USE OF TIMBER Free Use Regulations § 5511.1-1 Free use of timber on mineral and nonmineral public...
43 CFR 5511.1-1 - Free use of timber on mineral and nonmineral public lands.
Code of Federal Regulations, 2012 CFR
2012-10-01
... 43 Public Lands: Interior 2 2012-10-01 2012-10-01 false Free use of timber on mineral and... Lands (Continued) BUREAU OF LAND MANAGEMENT, DEPARTMENT OF THE INTERIOR FOREST MANAGEMENT (5000) FREE USE OF TIMBER Free Use Regulations § 5511.1-1 Free use of timber on mineral and nonmineral public...
Ohio timber industries - a periodic assessment of timber output
Robert L., Jr. Nevel; Robert B. Redett
1980-01-01
A periodic evaluation of industrial timber output in Ohio based on a statewide survey of the primary wood manufacturing plants. Contains statistics on the industrial timber harvest and plant wood receipts in 1978, and the production and disposition of the manufacturing residues that resulted. The 74 million cubic feet (ft³) or 2.2 million cubic meters (m...
36 CFR 223.14 - Where timber may be cut.
Code of Federal Regulations, 2010 CFR
2010-07-01
... 36 Parks, Forests, and Public Property 2 2010-07-01 2010-07-01 false Where timber may be cut. 223... AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER General Provisions § 223.14 Where timber may be cut. (a) The cutting of trees, portions of trees or other forest products may be authorized on any National...
The Southern Timber Market to 2040
Jeffrey P. Prestemon; Robert C. Abt
2002-01-01
Timber market analysis of the South's predominantly private timberland finds that the 13 southern states produce nearly 60 percent of the nation's timber, an increase from the mid-1900s. Projections with the Subregional Timber Supply model show that, despite a 67 percent increase in the area of pine plantations, the South will experience a 2 percent decline...
Code of Federal Regulations, 2012 CFR
2012-07-01
... round log or timber product originating in Liberia. 593.205 Section 593.205 Money and Finance: Treasury... on the importation of any round log or timber product originating in Liberia. Except as otherwise... section, the importation into the United States, directly or indirectly, of any round log or timber...
Code of Federal Regulations, 2013 CFR
2013-07-01
... round log or timber product originating in Liberia. 593.205 Section 593.205 Money and Finance: Treasury... on the importation of any round log or timber product originating in Liberia. Except as otherwise... section, the importation into the United States, directly or indirectly, of any round log or timber...
Code of Federal Regulations, 2014 CFR
2014-07-01
... round log or timber product originating in Liberia. 593.205 Section 593.205 Money and Finance: Treasury... on the importation of any round log or timber product originating in Liberia. Except as otherwise... section, the importation into the United States, directly or indirectly, of any round log or timber...
Code of Federal Regulations, 2011 CFR
2011-07-01
... round log or timber product originating in Liberia. 593.205 Section 593.205 Money and Finance: Treasury... on the importation of any round log or timber product originating in Liberia. Except as otherwise... section, the importation into the United States, directly or indirectly, of any round log or timber...
Code of Federal Regulations, 2012 CFR
2012-07-01
... importation of any round log or timber product originating in Liberia authorized. 593.510 Section 593.510... importation of any round log or timber product originating in Liberia authorized. Except as otherwise... into the United States of any round log or timber product originating in Liberia are authorized. ...
Trends in Timber Use and Product Recovery in New York
Eric H. Wharton; Thomas W. Birch; Thomas W. Birch
1999-01-01
High demand for a variety of timber products from New York's forests has stimulated increased timber utilization and product recovery. Utilization studies in New York suggest that the recovery of timber has improved over the years. Although current methods of multiproduct harvesting have improved recovery of residual material, an estimated 38.6 million cubic feet...
Missouri timber industry - an assessment of timber product output and use, 2003
Thomas B. Treiman; Ronald J. Piva
2005-01-01
Discusses recent Missouri forest industry trends; production and receipts of industrial roundwood; and production of saw logs, veneer logs, pulpwood, cooperage, and other timber products in 2003. Reports on logging residue generated from timber harvest operations. Also reports on wood and bark residue generated at primary wood-using mills and on disposition of mill...
Missouri timber industry--an assessment of timber product output and use, 2000.
Ronald J. Piva; Thomas B. Treiman
2003-01-01
Discusses recent Missouri forest industry trends; production and receipts of industrial roundwood; and production of saw logs, veneer logs, pulpwood, cooperage, and other timber products in 2000. Reports in logging residue generated from other timber harvest operations. Also reports on wood and bark residue generated at primary wood-using mills and on disposition of...
Thomas R. Fox; Carola A. Haas; David W. Smith; David L. Loftis; Shepard M. Zedaker; Robert H. Jones; A.L. Hammett
2007-01-01
Increasing demands for timber and non-timber forest products often conflict with demands to maintain biodiversity and ecosystem processes. To examine tradeoffs between these goals, we implemented six alternative management systems using a stand-level, replicated experiment. The treatments included four silvicultural regeneration methods designed to sustain timber...
Impacts on South Carolina timber production over the last five decades.
Jinglong Mo; Thomas Straka; Richard Harper
2013-01-01
Timberland ownership patterns and national forest timber harvesting policy have undergone significant changes in South Carolina over the past five decades. Timber output studies for the state commonly focused on short time frames and seldom addressed timberland ownership patterns in detail. We describe fifty-year timber output for South Carolina, allowing us to address...
Tongass National Forest timber demand: projections for 2015 to 2030
Jean M. Daniels; Michael D. Paruszkiewicz; Susan J. Alexander
2016-01-01
Projections of Alaska timber products output; the derived demand for logs, lumber, residues, and niche products; and timber harvest by owner were developed using a trend-based analysis. This is the fifth such analysis performed since 1990 to assist planners in meeting statutory requirements for estimating planning-cycle demand for timber from the Tongass National...
Michigan timber industry: An assessment of timber product output and use, 2004
David E. Haugen; Anthony K. Weatherspoon
2010-01-01
Reports forest-industry trends, production and receipts of industrial roundwood, and production of saw logs, veneer logs, excelsior/shavings, and other products for Michigan's timber industry in 2004. Also reports logging residue generated from timber harvest operations in Michigan as well as the generation and disposition of wood and bark residue generated by...
Herbert A. Knight; Joe P. McClure
1974-01-01
The fourth survey of Georgia's timber resource, completed in November 1972, shows improved timber supplies across most of the State since 1961. Inventory volume increased from 19.6 to 25.3 billion cubic feet, or by 29 percent. A group of counties south of the Altamaha river in Southeast Georgia was the only extensive area which experienced a reduction in timber...
Recommendations for sustainable development of non-timber forest products
Gina H. Mohammed
2001-01-01
Non-timber forest products--or NTFPs--are considered here to be botanical products harvested or originating from forest-based species, but excluding primary timber products, industrial boards and composites, and paper products. A recent study of non-timber forest products in Ontario, Canada, identified at least 50 types of NTFPs and hundreds of specific products used...
Timber resource statistics for timberland outside National Forests in eastern Oregon.
Neil McKay; Gary J. Lettman; Mary A. Mei
1994-01-01
This report summarizes a 1992 timber resource inventory Of timberland outside National Forests in eastern Oregon. The report presents statistical tables of timberland area, timber volume, growth, mortality, and harvest. It also displays tables of revised 1986-87 timber resource statistics for timberland outside National Forests; the 1992 and 1986-87 tables may be...
An Analysis of the Load-Bearing Capacity of Timber-Concrete Composite Beams with Profiled Sheeting
NASA Astrophysics Data System (ADS)
Szumigała, Maciej; Szumigała, Ewa; Polus, Łukasz
2017-12-01
This paper presents an analysis of timber-concrete composite beams. Said composite beams consist of rectangular timber beams and concrete slabs poured into the steel sheeting. The concrete slab is connected with the timber beam using special shear connectors. The authors of this article are trying to patent these connectors. The article contains results from a numerical analysis. It is demonstrated that the type of steel sheeting used as a lost formwork has an influence on the load-bearing capacity and stiffness of the timber-concrete composite beams.
Below-cost timber sales and the political marketplace
NASA Astrophysics Data System (ADS)
Cortner, Hanna J.; Schweitzer, Dennis L.
1993-01-01
Political pressures exist to increase the economic efficiency of timber management and production on the national forests managed by the USDA Forest Service. There is growing belief both outside and within the Forest Service that current levels of timber production, and most particularly uneconomic timber production, should be reduced. Many argue that eliminating uneconomic timber management programs will both save money and reduce environmental degradation. This article traces the political evolution of the focus on economic efficiency in timber production and explores the political-institutional factors that are shaping the current policy debate. The below-cost issue is less about economic efficiency than it is about political advantage and alternative political visions of the societal role of the nation's national forests now and in the future.
Jacob J. Hanson; Craig G. Lorimer; Corey R. Halpin; Brian J. Palik
2012-01-01
Ecological forestry practices are designed to retain species and structural features important for maintaining ecosystem function but which may be deficient in conventionally managed stands. We used the spatially-explicit, individual tree model CANOPY to assess tradeoffs in enhanced ecological attributes vs. reductions in timber yield for a wide variety of treatments...
A comparison of stand structure and composition following selective-harvest at Byrne-Milliron Forest
Amy K. Petersen; Will Russell
2017-01-01
The effects of selective-harvest on forest composition and structure in the southern range of the coast redwood (Sequoia sempervirens (D. Don) Endl.) forest have not been well documented. This case study focused on the Byrne-Milliron Forest in Santa Cruz County, California where selective-harvest is currently the primary method of timber extraction...
South Dakota timber industry--an assessment of timber product output and use, 2004
Ronald J. Piva; Gregory J. Josten; Richard D. Mayko
2006-01-01
Discusses recent South Dakota forest industry trends; production and receipts of industrial roundwood; production of saw logs in 2004; and compares 2004 production and receipts with the results of the 1999 timber product output study. Reports on logging residue generated from timber harvest operations. Also reports on wood and bark residue generated at primary wood-...
Richard E. Weyers; Joseph R. Loferski; J. Daniel Dolan; John E. Haramis; Joseph H. Howard; Lola Hislop
2001-01-01
To enhance long-term timber bridge performance, timber material must be protected from moisture. Wearing surfaces made of asphalt pavement with and without a waterproof membrane have been used to provide protection from moisture on timber decks. This type of wearing surface also protects the deck from other damage while providing a smooth, skid-resistant surface....
How might FIA deliver more information on status and trends of non-timber forest products?
Stephen P. Prisley
2015-01-01
Data from the Forest Inventory and Analysis program (including the Timber Products Output portion) are critical for assessing the sustainability of US timber production. Private sector users of this information rely on it for strategic planning, and their strong support of the FIA program has helped to ensure funding and program viability. Non-timber forest products...
The timber industries of New Hampshire and Vermont: a periodic assessment of timber output
Robert L., Jr. Nevel; Nicolas Engalichev; William C. Gove
1986-01-01
This periodic evaluation of statewide industrial timber output is based on canvasses of the primary wood manufacturing plants in New Hampshire and Vermont. The report contains statistics on industrial timber products and plant wood receipts in 1982, and the production and disposition of the manufacturing plant residues that resulted. The 129.4 million cubic feet (3.7...
Maine timber industries - a periodic assessment of timber output
Robert L., Jr. Nevel; Peter R. Lammert; Richard H. Widmann
1985-01-01
This periodic evaluation of statewide industrial timber output is based on a survey of the primary wood manufacturing plants located in Maine in 1981. It contains statistics on industrial timber harvest and plant wood reciepts and on the production and disposition of the manufacturing residues for the year. The 438.7 million ft? (12.4 million m?) of industrial...
An analysis of the timber situation in the United States: 1952 to 2050.
Richard W. Haynes
2003-01-01
For more than a century, national assessments of supply and demand trends for timber have helped shape perceptions of future commodity consumption and resource trends. These perceptions have guided forest policy. Since 1952, U.S. timber harvest has risen by nearly 67 percent, accompanied by growing timber inventories on both public and private lands, but there has been...
43 CFR 5511.1-1 - Free use of timber on mineral and nonmineral public lands.
Code of Federal Regulations, 2014 CFR
2014-10-01
... 43 Public Lands: Interior 2 2014-10-01 2014-10-01 false Free use of timber on mineral and... USE OF TIMBER Free Use Regulations § 5511.1-1 Free use of timber on mineral and nonmineral public... public lands as follows: (1) Mineral lands, unoccupied and unreserved and not subject to entry under...
Timber resource statistics of the northern interior resource area of California.
Perry Colclasure; Joel Moen; Charles L. Bolsinger
1986-01-01
This report is one of five that provide timber resource statistics for 57 of the 58 counties in California (San Francisco is excluded). This report presents statistics from a 1981-84 inventory of the timber resources of Lassen, Modoc, Shasta, Siskiyou, and Trinity Counties. Tables presented are of forest area and of timber volume, growth, and mortality. Timberland area...
Timber resource statistics of the north coast resource area of California.
J.D. Lloyd; Joel Moen; Charles L. Bolsinger
1986-01-01
This report is one of five that provide timber resource statistics for 57 of the 58 counties in California (San Francisco is excluded). This report presents statistics from a 1981-84 inventory of the timber resources of Del Norte, Humboldt, Mendocino, and Sonoma Counties. Tables presented are of forest area and of timber volume, growth, and mortality. The north coast...
NASA Technical Reports Server (NTRS)
Ward, J. F.
1981-01-01
Procedures were developed and tested for using KA-80A optical bar camera panoramic photography for timber typing forest land and classifying nonforest land. The study area was the south half of the Lake Tahoe Basin Management Unit. Final products from this study include four timber type map overlays on 1:24,000 orthophoto maps. The following conclusions can be drawn from this study: (1) established conventional timber typing procedures can be used on panoramic photography if the necessary equipment is available, (2) The classification and consistency results warrant further study in using panoramic photography for timber typing; and (3) timber type mapping can be done as fast or faster with panoramic photography than with resource photography while maintaining comparable accuracy.
Forest plunder in Southeast Asia: an environmental security nexus in Burma and Cambodia.
Talbott, K; Brown, M
1998-01-01
This article discusses the cycle of conversion, consumption, and corruption that undermines the environment and civil society in Cambodia and Burma (Myanmar). In these countries, forests are declining in patterns similar to other Southeast Asian deforestation. Illegal logging, prostitution, and heroin trafficking constitute the bulk of Cambodia's shadow economy. Revenues are used to provide financial support for political causes and build the private wealth of the elite. Major political and guerilla groups and the Cambodian military have been major beneficiaries of logging revenue, supported private sector forestry in many military zones, and facilitated logging and trade. About 40% of land goes to forest concessions granted to Southeast Asian companies, and revenues bypass the regular state budget. In Burma, the cease fire agreements in the early 1990s, led to remote border area forests being opened up to large, nonsustainable commercial timber mining. Land was divided into ethnic and government controlled areas. Timber profits were funneled into a business owned by members of the new ruling force, the SLORC, and used to launder drug exports and profits. Trading partners include Thailand, and most recently, China. It is speculated that deforested areas are replanted with opium poppies, and trade routes carry timber and heroin. The unregulated logging industry and the lack of financial accounting of the timber trade undermine the structures of civil society and good governance. Forest policies appear progressive but are in reality unenforced. Politics and agreements in both countries are closely tied to deforestation issues.
James F. Rosson; Anita K. Rose
2015-01-01
The principal findings of the ninth forest survey of Arkansas are presented. The survey examines trends between the 2005 and 2010 surveys. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, mortality, crown characteristics, ozone levels, and invasive species.
Forest resources of east Oklahoma, 1993
James F. Rosson
2001-01-01
The principal findings of the sixth forest survey of east Oklahoma (1993) and changes that have occurred since the previous survey are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, mortality, harvesting, and management activity.
Forest resources of east Texas, 1992
James F. Rosson
2000-01-01
The principal findings of the sixth forest survey of east Texas (1992) and changes that have occurred since the previous survey are presented. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, mortality, harvesting, and management activity.
DOT National Transportation Integrated Search
2000-01-01
A bridge rehabilitation utilizing a hybrid fiber reinforced polymeric composite has been completed in Blacksburg, Virginia. This project involved replacing the superstructure in the Tom's Creek Bridge, a rural short-span traffic bridge with a timber ...
The timberland and woodland resources of central and west Oklahoma, 1989
James F. Rosson
1995-01-01
SRS Publications Principal findings of the first forest survey of central and west Oklahoma are presented. Topics examined include forest area, forest types, stand structure, basal area, timber volume, growth, and mortality. Information is presented for timberland and woodland forests.
Three-dimensional Finite Element Modelling of Composite Slabs for High Speed Rails
NASA Astrophysics Data System (ADS)
Mlilo, Nhlanganiso; Kaewunruen, Sakdirat
2017-12-01
Currently precast steel-concrete composite slabs are being considered on railway bridges as a viable alternative replacement for timber sleepers. However, due to their nature and the loading conditions, their behaviour is often complex. Present knowledge of the behaviour of precast steel-concrete composite slabs subjected to rail loading is limited. FEA is an important tool used to simulate real life behaviour and is widely accepted in many disciples of engineering as an alternative to experimental test methods, which are often costly and time consuming. This paper seeks to detail FEM of precast steel-concrete slabs subjected to standard in-service loading in high-speed rail with focus on the importance of accurately defining material properties, element type, mesh size, contacts, interactions and boundary conditions that will give results representative of real life behaviour. Initial finite element model show very good results, confirming the accuracy of the modelling procedure
Timber Volume in Indiana, 1967.
Arnold J. Ostrom
1969-01-01
The recently completed Second Forest Survey of Indiana shows that the State's timber volume has increased by one-fourth in the 17 years since the previous survey. Timber volume by county is presented.
Timber products output and timber harvests in Alaska: projections for 2005-25
A. Brackley; T. Rojas; R. Haynes
2006-01-01
Projections of Alaska timber products output, the derived demand for logs and chips, and timber harvest by owner are developed by using a trend-based analysis. These are revised projections of those made in 1990, 1994, and 1997, and reflect the consequences of recent changes in the Alaska forest sector and trends in markets for Alaska products. With the cancellation of...
Timber resource statistics for the Upper Yukon inventory unit, Alaska, 1980.
Willem W.S. van Hees
1987-01-01
The 1980 inventory of the forest resources of the Upper Yukon unit was designed to produce inventory estimates of timberland area, volume of timber, and volumes of timber growth and mortality. Timberland area is estimated at 742,000 acres. Cubic-foot volume on all timberland is estimated at 475 million cubic feet. Timber growth and mortality are estimated at -615,000...
Federal timber restrictions, interregional spillovers, and the impact on US softwood markets
David N. Wear; Brian C. Murray
2004-01-01
An econometric model of the US softwood lumber and timber markets is estimated and used to simulate the price, trade, and welfare effects of reductions in federal timber sales in the western US commencing in the late 1980s. Results indicate that the timber sale reductions increased lumber prices by roughly 15 percent in the mid-1990s. Lumber consumers were the...
Brian R. Wall
1967-01-01
The 1966 Oregon timber harvest totaled 8.9 billion board feet, 5 percent less than the harvest in 1965. During 1966, the total public timber harvest declined 10 percent to 4.8 billion board feet. The uncut volume of public timber under contract at the end of 1966 was 7.6 billion board feet, up 1.3 billion board feet from 1965's year end total. National Forest...
Review of alternative measures of softwood sawtimber prices in the United States
Henry Spelter
2005-01-01
This study compares prices from various timber market reports and an estimate of timber value derived from product-selling prices and manufacturing costs. In the South, two primary sources of timber price information are Forest2Market (F2M) and Timber Mart-South (TMS). Comparisons showed that F2M prices are generally higher than TMS prices for both stumpage and...
Condition Assessment of Iowa Timber Bridges Using Advanced Inspection Tools
Travis Hosteng; James Wacker; Brent Phares
2013-01-01
This paper reports the results of a study undertaken to assess the condition of timber bridges in the state of Iowa. This study was carried out as part of an overall national study spearheaded by the Forest Products Laboratory and FHWA to investigate the field performance of timber bridges throughout the United States. In the U.S., Iowa has the most timber bridge...
Assessing the Non-Timber Value of Forests: A Revealed-Preference, Hedonic Model
Riccardo Scarpa; Joseph Buongiorno; Jiin-Shyang Hseu; Karen Lee Abt
2000-01-01
Based on revealed preference theory, the value of non-timber goods and services obtained by forest owners, private or public, should be at least equal to the difference between the value of what they could have cut had they tried to maximize timber revenues, and of what they actually cut. This definition was applied to estimate the non-timber value (NTV) of...
Timber products output and timber harvests in Alaska: projections for 1997-2010.
David J. Brooks; Richard W. Haynes
1997-01-01
Projections of Alaska timber products output, the derived demand for raw material, and timber harvest by owner are developed from a trend-based analysis. These projections are revisions of projections made in 1990 and again in 1994, and reflect the consequences of recent changes in the Alaska forest sector and long-term trends in markets for Alaska products. With the...
Markets, Government Policy, and China’s Timber Supply
Han Zhang; Joseph Buongiorno
2012-01-01
Chinaâs domestic demand and exports of wood products are rising rapidly compared to domestic supply. The determinants of timber supply in China were investigated with panel data from 25 provinces from 1999 to 2009. The results indicated that Chinaâs timber supply had responded to both market forces, reflected by timber prices largely determined by world demand and...
Using TPO data to estimate timber demand in support of planning on the Tongass National Forest
Jean M. Daniels; Michael D. Paruszkiewicz; Susan J. Alexander
2015-01-01
Projections of Alaska timber products output, the derived demand for logs, lumber, residues, and niche products, and timber harvest by owner are developed by using a trend-based analysis. This is the fifth such analysis performed since 1990 to assist planners in meeting statutory requirements for estimating planning cycle demand for timber from the Tongass National...
Timber sale value as a function of sale characteristics and number of bidders
Paul E. Sendak; Paul E. Sendak
1991-01-01
Examines the effect of sale characteristics and number of bidders on sale value for timber sold by sealed-bid auction on the Green Mountain National Forest in Vermont. As anticipated from theory and previous empirical studies, increasing the number of bidders tended to increase the winning-bid value for the timber auctions studied. Efforts made to ensure that a timber...
The Timber Resource in Maryland
Northeastern Forest Experiment Station
1955-01-01
This is a report on the findings of the forest survey made in Maryland as part of the nationwide forest survey that is being carried on by the Forest Service, U.S. Department of Agriculture. It shows the area and condition of the forest land, the volume and quality of the standing timber, the rates of timber growth and mortality, and the extent of timber cutting for...
1966 Washington timber harvest.
Brian R. Wall
1967-01-01
The 1966 Washington timber harvest of 6.1 billion board feet was 6.8 percent below the 1965 level. This was the first decline since 1961. In part, the lower harvest in 1966 was due to completion of salvage logging of the 1962 blowdown. The volume of dead timber salvaged in 1966 was only 6 percent of the total, compared with 15 percent in 1965. The live timber harvest...
Brown, C J; Eaton, R A
2001-04-01
The effect of the anti-marine-borer timber preservative chromated copper arsenate (CCA) (a pressure impregnated solution of copper, chromium and arsenic compounds) on non-target marine fouling animals was investigated during a subtidal exposure trial. Panels of Scots pine treated to target retentions of 12, 24 and 48 kg CCA per m-3 of wood, plus untreated controls were submerged at a coastal site on the south coast of the UK for 6, 12 and 18 months. After each exposure period the fouling communities that formed on the surface of panels were assessed both qualitatively and quantitatively. Community structure was similar on panels treated to the three CCA loadings, but was significantly different from community structure on untreated panels. The total number of species (species richness) was similar on all panels, although the number of individual organisms attached to the surface of panels was significantly higher on CCA-treated panels than on untreated panels. k-dominance curves revealed that the difference in numbers of individuals between CCA-treated and untreated panels was caused by higher numbers of the dominant species (Elminius modestus, Hydroides ezoensis, and Electra pilosa) on CCA-treated panels. Other species were present in similar numbers on panels of all treatments. Results indicate that there are no detrimental toxic effects to epibiota caused by the presence of CCA preservative within the matrix of the wood at any of the treatment levels. Differences in community structure between CCA-treated and untreated panels may be due to enhanced larval settlement on CCA-treated timber by some species as a result of modifications to the surface properties of the timber by the CCA preservative.
Shaking Table Tests Validating Two Strengthening Interventions on Masonry Buildings
NASA Astrophysics Data System (ADS)
De Canio, Gerardo; Muscolino, Giuseppe; Palmeri, Alessandro; Poggi, Massimo; Clemente, Paolo
2008-07-01
Masonry buildings constitute quite often a precious cultural heritage for our cities. In order to future generations can enjoy this heritage, thence, effective projects of protection should be developed against all the anthropical and natural actions which may irreparably damage old masonry buildings. However, the strengthening interventions on these constructions have to respect their authenticity, without altering the original conception, not only functionally and aesthetically of course, but also statically. These issues are of central interests in the Messina area, where the seismic protection of new and existing constructions is a primary demand. It is well known, in fact, that the city of Messina lies in a highly seismic zone, and has been subjected to two destructive earthquakes in slightly more than one century, the 1783 Calabria earthquake and the more famous 1908 Messina-Reggio Calabria earthquake. It follows that the retrofitting projects on buildings which survived these two events should be designed with the aim to save the life of occupants operating with "light" techniques, i.e. respecting the original structural scheme. On the other hand, recent earthquakes, and in particular the 1997 Umbria-Marche sequence, unequivocally demonstrated that some of the most popular retrofitting interventions adopted in the second half the last century are absolutely ineffective, or even unsafe. Over these years, in fact, a number of "heavy" techniques proliferated, and therefore old masonry buildings suffered, among others, the substitution of existing timber slabs with more ponderous concrete slabs and/or the insertion of RC and steel members coupled with the original masonry elements (walls, arches, vaults). As a result, these buildings have been transformed by unwise engineers into hybrid structures, having a mixed behaviour (which frequently proved to be also unpredictable) between those of historic masonry and new members. Starting from these considerations, a numerical and experimental research has been carried out, aimed at validating two different strengthening interventions on masonry buildings: (i) the substitution of the existing roof with timber-concrete composite slabs, which are able to improve the dynamic behaviour of the structure without excessively increase the mass, and (ii) the reinforcement of masonry walls with FRP materials, which allow increasing both stiffness and strength of the construction. The experimental tests have been performed on a 1:2 scale model of a masonry building resembling a special type, the so-called "tipo misto messinese", which is proper to the reconstruction of the city of Messina after the 1783 Calabria earthquake. The model, incorporating a novel timber-concrete composite slab, has been tested on the main shaking table available at the ENEA Research Centre "Casaccia," both before and after the reinforcement with FRP materials. Some aspects related to the definition of the model and to the selection of an appropriate seismic input will be discussed, and numerical results confirming the effectiveness of the interventions mentioned above will be presented.
Shaking Table Tests Validating Two Strengthening Interventions on Masonry Buildings
DOE Office of Scientific and Technical Information (OSTI.GOV)
De Canio, Gerardo; Poggi, Massimo; Clemente, Paolo
2008-07-08
Masonry buildings constitute quite often a precious cultural heritage for our cities. In order to future generations can enjoy this heritage, thence, effective projects of protection should be developed against all the anthropical and natural actions which may irreparably damage old masonry buildings. However, the strengthening interventions on these constructions have to respect their authenticity, without altering the original conception, not only functionally and aesthetically of course, but also statically. These issues are of central interests in the Messina area, where the seismic protection of new and existing constructions is a primary demand. It is well known, in fact, thatmore » the city of Messina lies in a highly seismic zone, and has been subjected to two destructive earthquakes in slightly more than one century, the 1783 Calabria earthquake and the more famous 1908 Messina-Reggio Calabria earthquake. It follows that the retrofitting projects on buildings which survived these two events should be designed with the aim to save the life of occupants operating with 'light' techniques, i.e. respecting the original structural scheme. On the other hand, recent earthquakes, and in particular the 1997 Umbria-Marche sequence, unequivocally demonstrated that some of the most popular retrofitting interventions adopted in the second half the last century are absolutely ineffective, or even unsafe. Over these years, in fact, a number of 'heavy' techniques proliferated, and therefore old masonry buildings suffered, among others, the substitution of existing timber slabs with more ponderous concrete slabs and/or the insertion of RC and steel members coupled with the original masonry elements (walls, arches, vaults). As a result, these buildings have been transformed by unwise engineers into hybrid structures, having a mixed behaviour (which frequently proved to be also unpredictable) between those of historic masonry and new members. Starting from these considerations, a numerical and experimental research has been carried out, aimed at validating two different strengthening interventions on masonry buildings: (i) the substitution of the existing roof with timber-concrete composite slabs, which are able to improve the dynamic behaviour of the structure without excessively increase the mass, and (ii) the reinforcement of masonry walls with FRP materials, which allow increasing both stiffness and strength of the construction. The experimental tests have been performed on a 1:2 scale model of a masonry building resembling a special type, the so-called 'tipo misto messinese', which is proper to the reconstruction of the city of Messina after the 1783 Calabria earthquake. The model, incorporating a novel timber-concrete composite slab, has been tested on the main shaking table available at the ENEA Research Centre 'Casaccia', both before and after the reinforcement with FRP materials. Some aspects related to the definition of the model and to the selection of an appropriate seismic input will be discussed, and numerical results confirming the effectiveness of the interventions mentioned above will be presented.« less
Geology of the Bighorn Mountains
Darton, N.H.
1906-01-01
There are extensive, forests in the mountains, which are now included in a Government forest reserve, but their timber is not of great value. Much of the area below timber line contains an abundance of luxuriant grasses and other plants, which afford excellent pasturage for stock, and large herds of sheep and cattle are ranged in the region during the short summer season. Game is moderately abundant, and most of the streams contain large numbers of trout. The region is one of great interest geologically on account of its variety of sedimentary rocks, interesting structure, and remarkably instructive glacial features. The central area, with its high peaks, presents alpine scenery of notable character. Doubtless in the future the region will be extensively visited by tourists, hunters, and geologists.
Studies On Marine Wood-Borers Of Kali Estuary, Karwar, Karnataka, India
NASA Astrophysics Data System (ADS)
Sanagoudra, S. N.; Neelakanton, K. B.
2008-05-01
The damage caused to underwater timber construction in Marine environment by Molluscan and Crustaceans borers is well known and is of great economic significance to all maritime countries having an expanding shipping and fishing industry. Biodeterioration of marine structure, fishing crafts and living in mangrove vegetation is quite severe along the Karwar coast. The destruction is caused by atleast 14 species and 1 variety of borers belonging to the moluscan and crustacean families of the Teredinidae, Pholadidae and Sphaeromatidae. The following species have been so far recorded: Dicyathifer manni, Lyrodus pedicellaatus, L.Massa, Bankia rochi, B. campanellata, Mausitora hedleyi,Martesia striata, M.NMairi,Sphaeroma terebrans, S.annandalei, S. annandalei travancorensis. These borers, particularly, the molluscs have prodigenous fecundity producing enormous number of young ones in one brood. They have unlimited appetite attacking any type woodly materials exposed in the sea. They attack in heavy intensity and, because of their fast rate of growth, destroy timber with in a short time of few months. All this together with their other highly specialized. Adaptations make marine wood borers man's number one enemy in the sea. Along Karwar costs borer damage to timber structure is heavy throughout the year, highest in September to November and lowest in June and July. Ecological and biological aspects of the borers are also discussed. Ref: L.N.Shantakumaran, Sawant S.G., Nair N.B., Anil Angre, Nagabhushanan R. STUDIES ON MARINE WOOD-BORERS OF KALI ESTUARY, KARWAR, KARNATAKA, INDIA
NASA Astrophysics Data System (ADS)
Mac Nally, Ralph; Cunningham, Shaun C.; Baker, Patrick J.; Horner, Gillis J.; Thomson, James R.
2011-12-01
We review the human actions, proximal stressors and ecological responses for floodplain forests Australia's largest river system—the Murray-Darling Basin. A conceptual model for the floodplain forests was built from extensive published information and some unpublished results for the system, which should provide a basis for understanding, studying and managing the ecology of floodplains that face similar environmental stresses. Since European settlement, lowlands areas of the basin have been extensively cleared for agriculture and remnant forests heavily harvested for timber. The most significant human intervention is modification of river flows, and the reduction in frequency, duration and timing of flooding, which are compounded by climate change (higher temperatures and reduced rainfall) and deteriorating groundwater conditions (depth and salinity). This has created unfavorable conditions for all life-history stages of the dominant floodplain tree (Eucalyptus camaldulensis Dehnh.). Lack of extensive flooding has led to widespread dieback across the Murray River floodplain (currently 79% by area). Management for timber resources has altered the structure of these forests from one dominated by large, widely spreading trees to mixed-aged stands of smaller pole trees. Reductions in numbers of birds and other vertebrates followed the decline in habitat quality (hollow-bearing trees, fallen timber). Restoration of these forests is dependent on substantial increases in the frequency and extent of flooding, improvements in groundwater conditions, re-establishing a diversity of forest structures, removal of grazing and consideration of these interacting stressors.
Timber Creek bunkhouse and mess hall, Rocky Mountain National Park. ...
Timber Creek bunkhouse and mess hall, Rocky Mountain National Park. Interior, kitchen and dining area, viewing north. - Timber Creek Bunkhouse & Mess Hall, Trail Ridge Road, Grand Lake, Grand County, CO
36 CFR 223.52 - Market-related contract term additions.
Code of Federal Regulations, 2010 CFR
2010-07-01
... AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract Conditions and... to rapid deterioration, timber is in a wildland-urban interface area, or hazard trees adjacent to...
Timber resource statistics for southwest Washington.
Patricia M. Bassett; Daniel D. Oswald
1981-01-01
This report summarizes a 1978 timber-resource inventory of six counties in southwest Washington: Clark, Cowlitz, Lewis, Pacific, Skamania, and Wahkiakum. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Preliminary timber resource statistics for southwest Washington.
Colin D. MacLean; Janet L. Ohmann; Patricia M. Bassett
1991-01-01
This report summarizes a 1988 timber inventory of six counties in southwest Washington: Clark, Cowlitz, Lewis, Pacific, Skamania, and Wahkiakum. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
32 CFR 644.504 - Disposal plan for timber.
Code of Federal Regulations, 2010 CFR
2010-07-01
... disposal plan will be prepared which will include the following: (a) Live timber and merchantable dead... feet in log scale measurement; linear estimates of pole timber, and amount of cord wood. The appraiser...
Emissions from prescribed burning of timber slash piles in Oregon
NASA Astrophysics Data System (ADS)
Aurell, Johanna; Gullett, Brian K.; Tabor, Dennis; Yonker, Nick
2017-02-01
Emissions from burning piles of post-harvest timber slash (Douglas-fir) in Grande Ronde, Oregon were sampled using an instrument platform lofted into the plume using a tether-controlled aerostat or balloon. Emissions of carbon monoxide, carbon dioxide, methane, particulate matter (PM2.5), black carbon, ultraviolet absorbing PM, elemental/organic carbon, filter-based metals, polycyclic aromatic hydrocarbons (PAHs), polychlorinated dibenzodioxins/dibenzofurans (PCDD/PCDF), and volatile organic compounds (VOCs) were sampled to determine emission factors, the amount of pollutant formed per amount of biomass burned. The effect on emissions from covering the piles with polyethylene (PE) sheets to prevent fuel wetting versus uncovered piles was also determined. Results showed that the uncovered ("wet") piles burned with lower combustion efficiency and higher emission factors for VOCs, PM2.5, PCDD/PCDF, and PAHs. Removal of the PE prior to ignition, variation of PE size, and changing PE thickness resulted in no statistical distinction between emissions. Results suggest that dry piles, whether covered with PE or not, exhibited statistically significant lower emissions than wet piles due to better combustion efficiency.
Ranking independent timber investments by alternative investment criteria
Thomas J. Mills; Gary E. Dixon
1982-01-01
A sample of 231 independent timber investments were ranked by internal rate of return, present net worth per acre and the benefit cost ratioâthe last two discounted by 3, 6.4. 7.5. and 10 percentâto determine if the different criteria had a practical influence on timber investment ranking. The samples in this study were drawn from a group of timber investments...
Hardwood timber sales on state forests in Indiana: characteristics influencing costs and prices
J. Michael Vasievich; W. L., Jr. Mills; Heidi R. Cherry
1997-01-01
Timber sales conducted on State-owned forests in INdiana from 1982 to 1994 were analyzed to determine changes in costs and prices and the effect of sale conditions on costs and prices. The data set included 445 sales that ranged in size from less than 1 acre to more than 500 acres. Sales were predominantly partial cuts in mature hardwood timber. Marked timber volume...
Code of Federal Regulations, 2012 CFR
2012-07-01
... 31 Money and Finance:Treasury 3 2012-07-01 2012-07-01 false Release of any round log or timber... Interpretations § 593.412 Release of any round log or timber product originating in Liberia from a bonded... from a bonded warehouse or foreign trade zone of any round log or timber product originating in Liberia...
Code of Federal Regulations, 2013 CFR
2013-07-01
... 31 Money and Finance:Treasury 3 2013-07-01 2013-07-01 false Release of any round log or timber... Interpretations § 593.412 Release of any round log or timber product originating in Liberia from a bonded... from a bonded warehouse or foreign trade zone of any round log or timber product originating in Liberia...
Effects of long-term prescribed burning on timber value in hardwood forests of the Missouri Ozarks
Benjamin O. Knapp; Joseph M. Marschall; Michael C. Stambaugh
2017-01-01
Prescribed fire is commonly used for restoring and managing oak woodlands but raises concern over the risk of value loss to timber products. We used a long-term prescribed burning study to quantify standing timber volume and stumpage value, fire scar presence and size, and timber value loss in comparison to unburned stands. Three study treatments were initiated in 1949...
Kenneth M. Brooks
Timber bridges provide an economical alternative to concrete and steel structures, particularly in rural areas with light to moderate vehicle traffic. Wooden components of these bridges are treated with chromated copper arsenate type C (CCA), pentachlorophenol, or creosote to prolong the life of the structure from a few years to many decades. This results in reduced...
Nicole M. Stark; Zhiyong Cai; Charles Carll
2010-01-01
This chapter gives an overview of the general types and composition of wood-based composite products and the materials and processes used to manufacture them. It describes conventional wood-based composite panels and structural composite materials intended for general construction, interior use, or both. This chapter also describes woodânonwood composites. Mechanical...
Improved grading system for structural logs for log homes
D.W. Green; T.M. Gorman; J.W. Evans; J.F. Murphy
2004-01-01
Current grading standards for logs used in log home construction use visual criteria to sort logs into either âwall logsâ or structural logs (round and sawn round timbers). The conservative nature of this grading system, and the grouping of stronger and weaker species for marketing purposes, probably results in the specification of logs with larger diameter than would...
Robert L Deal; Sharon Stanton; Matthew Betts; Zhiqiang. Yang
2015-01-01
Federal forests in the Pacific Northwest region have undergone exceptional changes in management over the past 20 years, and these changes have led to a reduction in regional timber production and significant changes in the management and current age structure of forests. Public lands include large areas of older forests with relatively little younger early-seral...
Ge Sun; Changqing Zuo; Shiyu Liu; Mingliang Liu; Steven G McNulty; James M. Vose
2008-01-01
Natural forests in southern China have been severely logged due to high human demand for timber, food, and fuels during the past century, but are recovering in the past decade. The objective of this study was to investigate how vegetation cover changes in composition and structure affected the water budgets of a 9.6-km2 Dakeng watershed located...
Elizabeth C. Cole; Michael Newton
2013-01-01
Public agencies in the Pacifi c Northwest have engaged in managing for late-successional features or structure on lands which also have the possibility for high timber production. Th is study examined the potential for developing understory structure while maintaining a productive overstory on two sites (Willamette Valley foothills and coastal) in western Oregon....
NASA Technical Reports Server (NTRS)
Tuominen, H. V. (Principal Investigator); Kuosmanen, V.
1975-01-01
The author has identified the following significant results. On the central Baltic Shield, the concept of drainage patterns can be extended to smaller scales in which case many cultural features become involved to the spatial patterns influenced by bedrock structure. Features resulting from agriculture activity and timbering often exaggerate the influence of the bedrock on the image texture.
James F. Weigand; A. Lynn Burditt
1992-01-01
Timber sales offered at the Blue River Ranger District since the 1988 introduction of management for stand structural retention were studied to describe and quantify, where possible, economic implications of that management. Values for the potential lumber from merchantable green trees ranged from $102 to $1114 per acre among the harvest units surveyed thus far....
Seismic Retrofit of Soft-Story Woodframe Buildings Using Cross Laminated Timbers
Van De John W. Lindt; Pouria Bahmani; Mikhail Gershfeld; Giraj Kumar Kandukuri; Doug Rammer; Shiling Pei
2013-01-01
As early as 1970, the structural engineering and building safety community recognized that a large number of two-, three- and four-story woodframe buildings designed with the first floor used either for parking or commercial space were built with readily identifiable structural system deficiencies, referred to as a âsoft storyâ. Thus, many multi-story woodframe...
Capital gains treatment of timber income: An economic assessment
Donald F. Dennis; Donald F. Dennis
1985-01-01
Treating timber income as capital gains meets the criteria used to evaluate tax systems better than treating it as ordinary income. Social welfare implications and impact on timber supply also favor such treatment.
Timber resource statistics for eastern Washington.
Patricia M. Bassett; Daniel D. Oswald
1983-01-01
This report summarizes a 1980 timber resource inventory of the 16 forested counties in Washington east of the crest of the Cascade Range. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Ownership change and timber supply on nonindustrial private forestland.
Eugene M. Carpenter
1985-01-01
Presents trends in private forest land ownership in Michigan's Upper Peninsula. Describes how changes in owners, their intentions, and their actions might affect the area's timber supply with implications for the national timber supply.
NASA Astrophysics Data System (ADS)
Andrews, D. P.; Bedford, J.; Bryan, P. G.
2013-07-01
The great barn at Harmondsworth near London Heathrow airport, United Kingdom (UK), was built in 1426-7 for the Bishop of Winchester. At 58 metres long and 11.4 metres wide, it is one of the largest ever known to have been built in the UK, and the largest intact medieval timber-framed barn in England. The barn is built almost entirely of oak, although the walls rest on a low masonry sill-wall. Internally the space is divided into a central "nave" with a lower aisle to each side, and is divided along its length into 12 bays. There are three doorways on the east side. For an entirely timber-framed barn, the fabric is exceptionally well preserved. Even the external weatherboarding may be partly original. Following years of neglect, however, there are a number of on-going structural and conservation problems, so in 2011 the barn was bought by English Heritage in order to allow these needs to be addressed. English Heritage is the government agency responsible for the historic sites and buildings in the care of the state of England and is also the UK government's lead advisor on the built heritage. As one of the first steps in the conservation process the English Heritage Geospatial Imaging and Imaging & Visualisation teams undertook a four-day campaign of survey data collection. This took the form of laser scanning of the interior and exterior of the barn plus the acquisition of photography of the exterior elevations to be used with structure from motion (SFM) software. A comparison of the results of these complimentary yet potentially competing technologies will be given, as well as an evaluation of when they can be successfully used together. This paper will describe the procedures and problems involved with collecting the survey data and its subsequent analysis. The laser scanning was undertaken using a FARO Focus 3D phase based instrument. Approximately 60 scans were acquired in order to provide as comprehensive as possible coverage given the site circumstances. A repeat visit following the clearance of artefacts and with the benefit of access equipment was required to obtain complete coverage, especially for the top surfaces of the timber frame elements. Initial results from the laser scanning were extremely promising, with some historical events (e.g. a major fire at one end of the structure) dramatically shown in the intensity data. Comprehensive photographic coverage of the exterior of the barn including the roof was obtained using a Nikon D3X mounted on both a 6m telescopic pole and a conventional tripod. A repeat visit was required to address some exposure problems in shadow areas. A unified control network for both sets of data was obtained through the use of a total station theodolite (TST) with reflectorless electromagnetic distance measurement (REDM), incorporating a closed traverse as well as the acquisition of scanner and photogrammetric targets. The control network therefore permits the direct comparison of the results from both survey methods (allowing for systematic errors). A point cloud generated from the photography, using Agisoft Photoscan structure from motion software, was compared with the registered laser scan points with a view to determining any systematic differences, although these were to a large extent ameliorated by the use of the dense control network. The resultant data also has potential downstream use within English Heritage for improving our understanding of Building Information Modelling (BIM) as applied to heritage structures rather than new build, and thereby contributing to the formulation of elements of a BIM strategy for English Heritage. There are also a number of hand-measured survey drawings of the barn in existence. A quantitative as well as a qualitative comparison was made with drawings generated from the laser scan data. In general the later drawings were more metrically accurate but exhibited less understanding of the construction techniques employed. A discussion of the reasons for this is also presented.
Bedrock geologic map of the Yucca Mountain area, Nye County, Nevada
Day, Warren C.; Dickerson, Robert P.; Potter, Christopher J.; Sweetkind, Donald S.; San Juan, Carma A.; Drake, Ronald M.; Fridrich, Christopher J.
1998-01-01
Yucca Mountain, Nye County, Nevada, has been identified as a potential site for underground storage of high-level radioactive nuclear waste. Detailed bedrock geologic maps form an integral part of the site characterization program by providing the fundamental framework for research into the geologic hazards and hydrologic behavior of the mountain. This bedrock geologic map provides the geologic framework and structural setting for the area in and adjacent to the site of the potential repository. The study area comprises the northern and central parts of Yucca Mountain, located on the southern flank of the Timber Mountain-Oasis Valley caldera complex, which was the source for many of the volcanic units in the area. The Timber Mountain-Oasis Valley caldera complex is part of the Miocene southwestern Nevada volcanic field, which is within the Walker Lane belt. This tectonic belt is a northwest-striking megastructure lying between the more active Inyo-Mono and Basin-and-Range subsections of the southwestern Great Basin.Excluding Quaternary surficial deposits, the map area is underlain by Miocene volcanic rocks, principally ash-flow tuffs with lesser amounts of lava flows. These volcanic units include the Crater Flat Group, the Calico Hills Formation, the Paintbrush Group, and the Timber Mountain Group, as well as minor basaltic dikes. The tuffs and lava flows are predominantly rhyolite with lesser amounts of latite and range in age from 13.4 to 11.6 Ma. The 10-Ma basaltic dikes intruded along a few fault traces in the north-central part of the study area. Fault types in the area can be classified as block bounding, relay structures, strike slip, and intrablock. The block-bounding faults separate the 1- to 4-km-wide, east-dipping structural blocks and exhibit hundreds of meters of displacement. The relay structures are northwest-striking normal fault zones that kinematically link the block-bounding faults. The strike-slip faults are steep, northwest-striking dextral faults located in the northern part of Yucca Mountain. The intrablock faults are modest faults of limited offset (tens of meters) and trace length (less than 7 km) that accommodated intrablock deformation.The concept of structural domains provides a useful tool in delineating and describing variations in structural style. Domains are defined across the study area on the basis of the relative amount of internal faulting, style of deformation, and stratal dips. In general, there is a systematic north to south increase in extensional deformation as recorded in the amount of offset along the block-bounding faults as well as an increase in the intrablock faulting.The rocks in the map area had a protracted history of Tertiary extension. Rocks of the Paintbrush Group cover much of the area and obscure evidence for older tectonism. An earlier history of Tertiary extension can be inferred, however, because the Timber Mountain-Oasis Valley caldera complex lies within and cuts an older north-trending rift (the Kawich-Greenwater rift}. Evidence for deformation during eruption of the Paintbrush Group is locally present as growth structures. Post-Paintbrush Group, pre-Timber Mountain Group extension occurred along the block-bounding faults. The basal contact of the 11.6-Ma Rainier Mesa Tuff of the Timber Mountain Group provides a key time horizon throughout the area. Other workers have shown that west of the study area in northern Crater Flat the basal angular unconformity is as much as 20° between the Rainier Mesa and underlying Paintbrush Group rocks. In the westernmost part of the study area the unconformity is smaller (less than 10°), whereas in the central and eastern parts of the map area the contact is essentially conformable. In the central part of the map the Rainier Mesa Tuff laps over fault splays within the Solitario Canyon fault zone. However, displacement did occur on the block-bounding faults after deposition of the Rainier Mesa Tuff inasmuch as it is locally caught up in the hanging-wall deformation of the block-bounding faults. Therefore, the regional Tertiary to Recent extension was protracted, occurring prior to and after the eruption of the tuffs exposed at Yucca Mountain.
43 CFR 1815.1 - Timber sale contracts.
Code of Federal Regulations, 2014 CFR
2014-10-01
... 43 Public Lands: Interior 2 2014-10-01 2014-10-01 false Timber sale contracts. 1815.1 Section 1815.1 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT....1 Timber sale contracts. ...
43 CFR 1815.1 - Timber sale contracts.
Code of Federal Regulations, 2013 CFR
2013-10-01
... 43 Public Lands: Interior 2 2013-10-01 2013-10-01 false Timber sale contracts. 1815.1 Section 1815.1 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT....1 Timber sale contracts. ...
43 CFR 1815.1 - Timber sale contracts.
Code of Federal Regulations, 2012 CFR
2012-10-01
... 43 Public Lands: Interior 2 2012-10-01 2012-10-01 false Timber sale contracts. 1815.1 Section 1815.1 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT....1 Timber sale contracts. ...
Timber resources of northwest Oregon.
Mary A. Mei
1979-01-01
This report presents statistics from a 1976 timber resource inventory of 10 counties in northwest Oregon: Clackamas, Clatsop, Columbia, Hood River, Marion, Multnomah, Polk, Tillamook, Washington, and Yamhill. Tables presented are of forest area, timber volume, growth, mortality, and harvest.
The Timber Resources of Delaware. A Report on tbe Forest survey made by the U.S. Forest Service.
Roland H. Ferguson; Roland H. Ferguson
1959-01-01
This is a report on the findings of the first comprehensive survey of the timber resources of Delaware. It describes, as of 1957, the area and condition of the forest land, the volume of standing timber, the annual growth and mortality of the forest growing stock, and the extent of timber cutting. The survey made by the Forest Service, U.S. Department of Agriculture,...
NASA Astrophysics Data System (ADS)
Zürcher, Ernst
For more than 2000 years, certain forestry practices and rules regarding tree felling have been carried out in observance to Moon cycles. A general review of the different types of rules followed (known in Europe and on other continents and stemming from both written sources and current practitioners) shows that special timber uses are mentioned in relation to a specific felling date which supposedly ensures advantageous wood properties. These empirical forestry traditions apply to a range of wood uses as diverse as building timber, shingles, wooden chimneys, fuel wood, resonance wood for harmony tables of violins, cheese-boxes, barrels and ploughs. In each of these cases, felling at the ``right date'' is thought to be an important factor to ensure the required properties of the product. Moreover, the rafting of timber used to be limited to certain days of the Moon cycle, when the water was supposed to carry the wood in the best way. The second part presents scientific studies concerned, on the one hand, with ``Moon phases'' factor. They deal with elements of tree biology such as germination and initial growth of tropical trees (where strong and systematic variations and their complicating aspects have been observed), insect attacks on trees and reversible fluctuations of stem diameters. On the other hand, some works concentrate on wood properties and the relation between wood and water. They deal with the durability of wood, with systematic density variations after kiln-drying and with variations in the compression strength of the corresponding samples. An overview tries to find a common link between empirical practices and the scientific results.
NASA Astrophysics Data System (ADS)
Deperno, Christopher Shannon
Habitat selection, survival rates, the Black Hills National Forest Habitat Capability Model (HABCAP), and the USDA Forest Service Geographic Information System (GIS) data base were evaluated for a declining white-tailed deer (Odocoileus virginianus dacotensis) herd in the central Black Hills of South Dakota and Wyoming. From July 1993 through July 1996, 73 adult and yearling female and 12 adult and yearling male white-tailed deer were radiocollared and visually monitored. Habitat information was collected at 4,662 white-tailed deer locations and 1,087 random locations. Natural mortality (71%) was the primary cause of female mortality, followed by harvest (22.5%) and accidental causes (6.5%). More females died in spring (53.2%) than in fall (22.6%), winter (14.5%), or summer (9.7%). Male mortality resulted from hunting in fall (66.7%) and natural causes in spring (33.3%). Survival rates for all deer by year were 62.1% in 1993, 51.1% in 1994, 56.4% in 1995, and 53.9% in 1996 and were similar (P = 0.691) across years. During winter, white-tailed deer selected ponderosa pine- (Pinus ponderosa ) deciduous and burned pine cover types. Overstory-understory habitats selected included pine/grass-forb, pine/bearberry (Arctostaphylos uva-ursi), pine/snowberry (Symphoricarpos albus), burned pine/grass-forb, and pine/shrub habitats. Structural stages selected included sapling-pole pine stands with >70% canopy cover, burned pine sapling-pole and saw-timber stands with <40% canopy cover. Bedding locations were represented by saw-timber pine structural stages with >40% canopy cover and all sapling-pole pine structural stages; sapling-pole stands with >70% canopy cover received the greatest use. White-tailed deer primarily fed in pine saw-timber structural stage with less than 40% canopy cover. Overall, selected habitats contained lower amounts of grass/forb, shrubs, and litter than random locations. Male and female deer generally bedded in areas that were characterized by greater horizontal cover than feeding and random sites. When feeding and bedding sites were combined males selected areas that were characterized by greater levels of horizontal cover than females. During summer, white-tailed deer selected pine-deciduous, aspen (Populus tremuloides), aspen-coniferous, spruce (Picea glauca), and spruce-deciduous cover types. Overstory-understory habitats selected included pine/juniper (Juniperus communis), aspen/shrubs, spruce/juniper, and spruce/shrub habitats. Structural stages selected included pine, aspen, and spruce sapling pole stands with all levels (0--40%, 41--70%, 71--100%) of canopy cover. All habitat types (i.e., pine, aspen, and spruce) were used as bedding locations with pine sapling-pole structural stages with >70% canopy cover used most, whereas pine saw-timber structural stage with less than 40% canopy cover was primarily used for feeding. Females bedded in areas that were characterized by greater horizontal cover than feeding and random sites, whereas male feeding sites had greater horizontal cover characteristics than bedding or random locations.
A Comprehensive Expedient Methods Field Manual.
1984-09-01
structures. " Revetments may be constructed of sandbags, sod blocks , and other expedients [17:933." Bunkers are emplacements with overhead protective...Lapland Fence............................. 75 19. Hardening: Dimensional Timber (Soil Bin) Revetment ............................................. 76...20. Hardening: Log Bulkhead (Soil Bin) Revetment ... 77 21. Hardening: Landing Mat Bulkhead (Soil Bin) Revetment
DOT National Transportation Integrated Search
2000-09-01
Timber bridge components are treated with chromated copper arsenate type C (CCA), pentachlorophenol or creosote to preserve the life of the structure from a few years to many decades, resulting in reduced transportation infrastructure costs and incre...
a Historical Timber Frame Model for Diagnosis and Documentation Before Building Restoration
NASA Astrophysics Data System (ADS)
Koehl, M.; Viale, A.; Reeb, S.
2013-09-01
The aim of the project that is described in this paper was to define a four-level timber frame survey mode of a historical building: the so-called "Andlau's Seigniory", Alsace, France. This historical building (domain) was built in the late XVIth century and is now in a stage of renovation in order to become a heritage interpretation centre. The used measurement methods combine Total Station measurements, Photogrammetry and 3D Terrestrial Laser scanner. Different modelling workflows were tested and compared according to the data acquisition method, but also according to the characteristics of the reconstructed model in terms of accuracy and level of detail. 3D geometric modelling of the entire structure was performed including modelling the degree of detail adapted to the needs. The described 3D timber framework exists now in different versions, from a theoretical and geometrical one up to a very detailed one, in which measurements and evaluation of deformation by time are potentially allowed. The virtually generated models involving archaeologists, architects, historians and specialists in historical crafts, are intended to be used during the four stages of the project: (i) knowledge of the current state of needs for diagnosis and understanding of former construction techniques; (ii) preparation and evaluation of restoration steps; (iii) knowledge and documentation concerning the archaeological object; (iv) transmission and dissemination of knowledge through the implementation of museum animations. Among the generated models we can also find a documentation of the site in the form of virtual tours created from panoramic photographs before and during the restoration works. Finally, the timber framework model was structured and integrated into a 3D GIS, where the association of descriptive and complementary digital documents was possible. Both offer tools leading to the diagnosis, the understanding of the structure, knowledge dissemination, documentation and the creation of educational activities. The integration of these measurements in a historical information system will lead to the creation of an interactive model and the creation of a digital visual display unit for consultation. It will be offered to any public to understand interactively the art of constructing a Renaissance structure, with detailed photos, descriptive texts and graphics. The 3D digital model of the framework will be used directly in the interpretation path, within the space dedicated to "Seigniory" of Andlau. An interactive touch-screen will be installed. It will incorporate several levels of playgrounds (playful, evocative and teaching). In a virtual way, it will deal with the different stages of building a wooden framework and clarify the art of construction.
Early Neolithic water wells reveal the world's oldest wood architecture.
Tegel, Willy; Elburg, Rengert; Hakelberg, Dietrich; Stäuble, Harald; Büntgen, Ulf
2012-01-01
The European Neolithization ~6000-4000 BC represents a pivotal change in human history when farming spread and the mobile style of life of the hunter-foragers was superseded by the agrarian culture. Permanent settlement structures and agricultural production systems required fundamental innovations in technology, subsistence, and resource utilization. Motivation, course, and timing of this transformation, however, remain debatable. Here we present annually resolved and absolutely dated dendroarchaeological information from four wooden water wells of the early Neolithic period that were excavated in Eastern Germany. A total of 151 oak timbers preserved in a waterlogged environment were dated between 5469 and 5098 BC and reveal unexpectedly refined carpentry skills. The recently discovered water wells enable for the first time a detailed insight into the earliest wood architecture and display the technological capabilities of humans ~7000 years ago. The timbered well constructions made of old oak trees feature an unopened tree-ring archive from which annually resolved and absolutely dated environmental data can be culled. Our results question the principle of continuous evolutionary development in prehistoric technology, and contradict the common belief that metal was necessary for complex timber constructions. Early Neolithic craftsmanship now suggests that the first farmers were also the first carpenters.
Field testing and evaluation of a demonstration timber bridge.
DOT National Transportation Integrated Search
2012-02-01
Asphalt wearing surfaces are commonly used on timber bridges with transverse glued-laminated deck panel systems to help protect the timber components. However, poor performance of these asphalt wearing surfaces in the past has resulted in repeated re...
Preliminary timber resource statistics for the Olympic Peninsula, Washington.
Colin D. MacLean; Janet L. Ohmann; Patricia M. Bassett
1991-01-01
This report summarizes a 1989 timber resource inventory of five counties in the Olympic Peninsula region of Washington: Clallam, Grays Harbor, Jefferson, Mason, and Thurston. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Timber Volume in Missouri Counties
Arnold J. Ostrom
1974-01-01
The third forest inventory of Missouri showed timber volume of growing-stock material reaching 76 million cords in 1972, an increase of 5 percent since 1959. The growing stock included 15 million board feet of sawtimber. Timber volume by county is presented.
Timber resource statistics for the Olympic Peninsula, Washington.
Patricia M. Bassett; Daniel D. Oswald
1961-01-01
This report summarizes a 1978-79 timber resource inventory of five counties in the Olympic Peninsula of Washington: Clallam, Grays Harbor, Jefferson, Mason, and Thurston. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Field evaluation of timber preservation treatments for highway applications.
DOT National Transportation Integrated Search
2007-12-01
Timber material repair and replacement cost for timber bridges is a considerable expense to highway agencies in Iowa, especially to : county road departments. To address these needs, the objectives of this investigation was to study the field effecti...
Glossary of Terms Used in Timber Harvesting and Forest Engineering
Bryce J. Stokes; Colin Ashmore; Cynthia L. Rawlins; Donald L. Sirois
1989-01-01
Provides definitions for 1,026 words and terms used in timber harvesting and forest engineering, with an emphasis on temrs related to timber harvesting operations. Terminology dealing with basic forestry, harvesting equipment, and economics is stressed.
Temporal Decay in Timber Species Composition and Value in Amazonian Logging Concessions.
Richardson, Vanessa A; Peres, Carlos A
2016-01-01
Throughout human history, slow-renewal biological resource populations have been predictably overexploited, often to the point of economic extinction. We assess whether and how this has occurred with timber resources in the Brazilian Amazon. The asynchronous advance of industrial-scale logging frontiers has left regional-scale forest landscapes with varying histories of logging. Initial harvests in unlogged forests can be highly selective, targeting slow-growing, high-grade, shade-tolerant hardwood species, while later harvests tend to focus on fast-growing, light-wooded, long-lived pioneer trees. Brazil accounts for 85% of all native neotropical forest roundlog production, and the State of Pará for almost half of all timber production in Brazilian Amazonia, the largest old-growth tropical timber reserve controlled by any country. Yet the degree to which timber harvests beyond the first-cut can be financially profitable or demographically sustainable remains poorly understood. Here, we use data on legally planned logging of ~17.3 million cubic meters of timber across 314 species extracted from 824 authorized harvest areas in private and community-owned forests, 446 of which reported volumetric composition data by timber species. We document patterns of timber extraction by volume, species composition, and monetary value along aging eastern Amazonian logging frontiers, which are then explained on the basis of historical and environmental variables. Generalized linear models indicate that relatively recent logging operations farthest from heavy-traffic roads are the most selective, concentrating gross revenues on few high-value species. We find no evidence that the post-logging timber species composition and total value of forest stands recovers beyond the first-cut, suggesting that the commercially most valuable timber species become predictably rare or economically extinct in old logging frontiers. In avoiding even more destructive land-use patterns, managing yields of selectively-logged forests is crucial for the long-term integrity of forest biodiversity and financial viability of local industries. The logging history of eastern Amazonian old-growth forests likely mirrors unsustainable patterns of timber depletion over time in Brazil and other tropical countries.
Temporal Decay in Timber Species Composition and Value in Amazonian Logging Concessions
Peres, Carlos A.
2016-01-01
Throughout human history, slow-renewal biological resource populations have been predictably overexploited, often to the point of economic extinction. We assess whether and how this has occurred with timber resources in the Brazilian Amazon. The asynchronous advance of industrial-scale logging frontiers has left regional-scale forest landscapes with varying histories of logging. Initial harvests in unlogged forests can be highly selective, targeting slow-growing, high-grade, shade-tolerant hardwood species, while later harvests tend to focus on fast-growing, light-wooded, long-lived pioneer trees. Brazil accounts for 85% of all native neotropical forest roundlog production, and the State of Pará for almost half of all timber production in Brazilian Amazonia, the largest old-growth tropical timber reserve controlled by any country. Yet the degree to which timber harvests beyond the first-cut can be financially profitable or demographically sustainable remains poorly understood. Here, we use data on legally planned logging of ~17.3 million cubic meters of timber across 314 species extracted from 824 authorized harvest areas in private and community-owned forests, 446 of which reported volumetric composition data by timber species. We document patterns of timber extraction by volume, species composition, and monetary value along aging eastern Amazonian logging frontiers, which are then explained on the basis of historical and environmental variables. Generalized linear models indicate that relatively recent logging operations farthest from heavy-traffic roads are the most selective, concentrating gross revenues on few high-value species. We find no evidence that the post-logging timber species composition and total value of forest stands recovers beyond the first-cut, suggesting that the commercially most valuable timber species become predictably rare or economically extinct in old logging frontiers. In avoiding even more destructive land-use patterns, managing yields of selectively-logged forests is crucial for the long-term integrity of forest biodiversity and financial viability of local industries. The logging history of eastern Amazonian old-growth forests likely mirrors unsustainable patterns of timber depletion over time in Brazil and other tropical countries. PMID:27410029
Economic implications of manufacturing sawed ties and timbers
Lawrence D. Garrett; Lawrence D. Garrett
1969-01-01
The purpose of this paper is to discuss those factors that affect the profitability of manufacturing timbers and show that the combined manufacture of both lumber and timbers will provide a greater daily income than the manufacture of lumber alone.
Kline, Jeffrey D; Harmon, Mark E; Spies, Thomas A; Morzillo, Anita T; Pabst, Robert J; McComb, Brenda C; Schnekenburger, Frank; Olsen, Keith A; Csuti, Blair; Vogeler, Jody C
2016-10-01
Forest policymakers and managers have long sought ways to evaluate the capability of forest landscapes to jointly produce timber, habitat, and other ecosystem services in response to forest management. Currently, carbon is of particular interest as policies for increasing carbon storage on federal lands are being proposed. However, a challenge in joint production analysis of forest management is adequately representing ecological conditions and processes that influence joint production relationships. We used simulation models of vegetation structure, forest sector carbon, and potential wildlife habitat to characterize landscape-level joint production possibilities for carbon storage, timber harvest, and habitat for seven wildlife species across a range of forest management regimes. We sought to (1) characterize the general relationships of production possibilities for combinations of carbon storage, timber, and habitat, and (2) identify management variables that most influence joint production relationships. Our 160 000-ha study landscape featured environmental conditions typical of forests in the Western Cascade Mountains of Oregon (USA). Our results indicate that managing forests for carbon storage involves trade-offs among timber harvest and habitat for focal wildlife species, depending on the disturbance interval and utilization intensity followed. Joint production possibilities for wildlife species varied in shape, ranging from competitive to complementary to compound, reflecting niche breadth and habitat component needs of species examined. Managing Pacific Northwest forests to store forest sector carbon can be roughly complementary with habitat for Northern Spotted Owl, Olive-sided Flycatcher, and red tree vole. However, managing forests to increase carbon storage potentially can be competitive with timber production and habitat for Pacific marten, Pileated Woodpecker, and Western Bluebird, depending on the disturbance interval and harvest intensity chosen. Our analysis suggests that joint production possibilities under forest management regimes currently typical on industrial forest lands (e.g., 40- to 80-yr rotations with some tree retention for wildlife) represent but a small fraction of joint production outcomes possible in the region. Although the theoretical boundaries of the production possibilities sets we developed are probably unachievable in the current management environment, they arguably define the long-term potential of managing forests to produce multiple ecosystem services within and across multiple forest ownerships. © 2016 by the Ecological Society of America.
Crossing at the Speed of Change
2016-06-10
prowess. They built complicated structures and durable roads, much of which exists still today. A military force unparalleled in their time, the Romans... structures displaying their expertise and capability to could cross any obstacle at will was equally important. This was exemplified by the first recorded...constructing a bridge out of timber , complete with protective works upstream.5 Details of the bridge were found in Caesar’s personal record of his
A Species Distribution Modeling Informed Conservation Assessment of Bog Spicebush
2016-09-14
small populations, or establishing new popu- lations to increase the metapopulation structure within clusters of popula- tions. These outplanting data...fire suppression, and flooding (e.g., due to beaver activity) on vege- tation composition and structure . This effort used vegetation and disturb- ance...Suppression to Prescription. Tall Timbers Research Station, Tallahassee, FL, pp 70–81. Godefroid, S., C. Piazza, G. Rossi, S. Buord, A. D. Stevens, R
Establishing Longleaf Pine Seedlings Under a Loblolly Pine Canopy (User’s Guide)
2017-02-01
converting loblolly pine stands to longleaf pine dominance ..................... 5 3. WHERE DO THE GUIDELINES APPLY? GEOGRAPHIC, EDAPHIC, AND STAND STRUCTURE ...watching, hunting, and off-road vehicle use, and yield valuable products including quality saw- timber and pine needles for landscaping. Longleaf pines...U.S. Fish and Wildlife Service 2003). The foraging habitat guidelines specify characteristics of the pine canopy structure , the abundance of
System identification of timber masonry walls using shaking table test
NASA Astrophysics Data System (ADS)
Roy, Timir B.; Guerreiro, Luis; Bagchi, Ashutosh
2017-04-01
Dynamic study is important in order to design, repair and rehabilitation of structures. It has played an important role in the behavior characterization of structures; such as: bridges, dams, high rise buildings etc. There had been substantial development in this area over the last few decades, especially in the field of dynamic identification techniques of structural systems. Frequency Domain Decomposition (FDD) and Time Domain Decomposition are most commonly used methods to identify modal parameters; such as: natural frequency, modal damping and mode shape. The focus of the present research is to study the dynamic characteristics of typical timber masonry walls commonly used in Portugal. For that purpose, a multi-storey structural prototype of such wall has been tested on a seismic shake table at the National Laboratory for Civil Engineering, Portugal (LNEC). Signal processing has been performed of the output response, which is collected from the shaking table experiment of the prototype using accelerometers. In the present work signal processing of the output response, based on the input response has been done in two ways: FDD and Stochastic Subspace Identification (SSI). In order to estimate the values of the modal parameters, algorithms for FDD are formulated and parametric functions for the SSI are computed. Finally, estimated values from both the methods are compared to measure the accuracy of both the techniques.
Load Carrying Capacity of Metal Dowel Type Connections of Timber Structures
NASA Astrophysics Data System (ADS)
Gocál, Jozef
2014-12-01
This paper deals with the load-carrying capacity calculation of laterally loaded metal dowel type connections according to Eurocode 5. It is based on analytically derived, relatively complicated mathematical relationships, and thus it can be quite laborious for practical use. The aim is to propose a possible simplification of the calculation. Due to quite a great variability of fasteners' types and the connection arrangements, the attention is paid to the most commonly used nailed connections. There was performed quite an extensive parametric study focused on the calculation of load-carrying capacity of the simple shear and double shear plane nail connections, joining two or three timber parts of softwood or hardwood. Based on the study results, in conclusion there are presented simplifying recommendations for practical design.
Infrared thermography for wood density estimation
NASA Astrophysics Data System (ADS)
López, Gamaliel; Basterra, Luis-Alfonso; Acuña, Luis
2018-03-01
Infrared thermography (IRT) is becoming a commonly used technique to non-destructively inspect and evaluate wood structures. Based on the radiation emitted by all objects, this technique enables the remote visualization of the surface temperature without making contact using a thermographic device. The process of transforming radiant energy into temperature depends on many parameters, and interpreting the results is usually complicated. However, some works have analyzed the operation of IRT and expanded its applications, as found in the latest literature. This work analyzes the effect of density on the thermodynamic behavior of timber to be determined by IRT. The cooling of various wood samples has been registered, and a statistical procedure that enables one to quantitatively estimate the density of timber has been designed. This procedure represents a new method to physically characterize this material.
A methodology for decisionmaking in project evaluation in land management planning
A. Weintraub
1978-01-01
In order to evaluate alternative plans, wildland management planners must consider many objectives, such as timber production, recreational use, and community stability. The method presented utilizes the type of qualitative and intuitive information widely available to wildland management planners, and structures this information into a format suitable for...
Riparian Protection Rules for Oregon Forests
George G. Ice; Robert L. Beschta; Raymond S. Craig; James R. Sedell
1989-01-01
Forest Practice Rules under the Oregon Forest Practices Act were modified in 1987 to increase protection of riparian areas adjacent to timber harvest operations. These modifications addressed concerns about water quality protection and retaining trees as sources of large woody debris for future stream channel structure. The rule changes triggered debate about the...
James F. Rosson; Anita K. Rose
2010-01-01
The principal fi ndings of the eighth forest survey of Arkansas are presented. This survey marks a major change in the FIA sampling protocol from a periodic prism sample to an annualized fi xed-plot sample. Topics examined include forest area, ownership, forest-type groups, stand structure, basal area, timber volume, growth, removals, and mortality, crown...
Characterizing the walnut genome through analyses of BAC end sequences
USDA-ARS?s Scientific Manuscript database
Persian walnut (Juglans regia L.) is an economically important tree for its nut crop and timber. To gain insight into the structure and evolution of the walnut genome, we constructed two bacterial artificial chromosome (BAC) libraries, containing a total of 129,024 clones, from in vitro-grown shoots...
Spatio-temporal wildland arson crime functions
David T. Butry; Jeffrey P. Prestemon
2005-01-01
Wildland arson creates damages to structures and timber and affects the health and safety of people living in rural and wildland urban interface areas. We develop a model that incorporates temporal autocorrelations and spatial correlations in wildland arson ignitions in Florida. A Poisson autoregressive model of order p, or PAR(p)...
Breeding black walnuts in the age of genomics
Mark V. Coggeshall; Jeanne Romero-Severson
2013-01-01
Molecular markers have been used in several walnut species to help reconstruct breeding program pedigrees, to characterize genetic structure in natural Juglans populations, to determine the impact of different timber harvest scenarios on residual levels of genetic diversity, and to quantify the effects of interspecific hybridization on subsequent...
Restoration of southwestern ponderosa pine ecosystems with fire
Stephen S. Sackett; Sally M. Haase; Michael G. Harrington
1994-01-01
Heavy grazing and timbering during settlement by Europeans, and a policy of fire exclusion shortly after caused extensive structural and compositional changes to the southwestern ponderosa pine ecosystem. These changes have resulted in forest health problems, such as increased insect and disease epidemics, reduced wildlife habitat, and a serious wildfire hazard....
Light, canopy closure, and overstory retention in upland Ozark forests
Elizabeth M. Blizzard; John M. Kabrick; Daniel C. Dey; David R. Larsen; Stephen G. Pallardy; David P. Gwaze
2013-01-01
Foresters, wildlife biologists, and naturalists manipulate forest composition and structure for numerous reasons including forest regeneration, timber production, wildlife habitat, conservation of native biodiversity, and ecosystem restoration. Light conditions in the understory of forests and woodlands are often key in meeting the management objectives. In this study...
Michael A. Ritter; Keith F. Faherty
1999-01-01
This section addresses the design of two types of glulam timber bridges : beam bridges with transverse decks and longitudinal glulam deck (slab) bridges. The material presented in the section is based on the 1992 edition of the AASHTO Standard Specifications for Highway Bridges (AASHTO specifications), including interim specifications through 1993. When specific design...
Forest area and timber resources of the San Joaquin area, California.
Charles L. Bolsinger
1978-01-01
This report presents statistics on forest area and timber volume and a description of the recent and future timber situations in Alpine, Amador, Calaveras, Fresno, Kern, Kings, Madera, Mariposa, Merced, Mono, San Joaquin, Stanislaus, Tulare, and Tuolumne Counties, California.
36 CFR 223.116 - Cancellation.
Code of Federal Regulations, 2010 CFR
2010-07-01
... 223.116 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract Administration § 223.116 Cancellation. (a) Timber sale contracts and permits may be canceled: (1) For serious or continued violation of...
Development of minimum standards for hardwoods used in producing underground coal mine timbers
Floyd G. Timson
1978-01-01
This note presents minimum standards for raw material used in the production of sawn, split, and round timbers for the underground mining industry. The standards are based on a summary of information gathered from many mine-timber producers.
77 FR 64096 - Information Collection; Advertised Timber for Sale
Federal Register 2010, 2011, 2012, 2013, 2014
2012-10-18
... DEPARTMENT OF AGRICULTURE Forest Service Information Collection; Advertised Timber for Sale AGENCY... organizations on the revision with changes of the currently approved information collection 0596-0066 Advertised.... SUPPLEMENTARY INFORMATION: Title: Advertised Timber for Sale. OMB Number: 0596-0066. Expiration Date of Approval...
Stress grading of recycled lumber and timber
Robert H. Falk; David Green
1999-01-01
This paper presents an overview of selected research at the Forest Products Laboratory (FPL) to characterize the grade distribution and engineering properties of lumber and timber recycled from deconstructed buildings on US. Army installations. The effects of splits on timber beam and column...
Timber resource statistics for non-Federal forest land in southwest Oregon.
Donald R. Gedney; Patricia M. Bassett; Mary A. Mei
1986-01-01
This report summarizes a 1985 timber resource inventory of the non-Federal forest land in the five counties (Coos, Curry, Douglas, Jackson, and Josephine) in southwest Oregon. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Timber resources of Douglas County, Oregon.
Colin D. MacLean
1976-01-01
This report summarizes a 1973 timber resource inventory of Douglas County, Oregon. Detailed tables of forest area, timber volume, growth, mortality, and cut are presented. A discussion of the present resource situation highlights the condition of cutover lands and the opportunities for silvicultural treatment.
Timber resource statistics for the Puget Sound area, Washington.
Patricia M. Bassett; Daniel D. Oswald
1982-01-01
This report summarizes a 1979 timber resource inventory of eight counties in the Puget Sound area of Washington: Island, King, Kitsap, Pierce, San Juan, Skagit, Snohomish, and Whatcom. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Preliminary timber resource statistics for the Puget Sound area, Washington.
Colin D. MacLean; Janet L. Ohmann; Patricia M. Bassett
1991-01-01
This report summarizes a 1989 timber resource inventory of eight counties in the Puget Sound region of Washington: Island, King, Kitsap, Pierce, Skagit, San Juan, Snohomish, and Whatcom. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Long-term behaviour of timber structures in torrent control
NASA Astrophysics Data System (ADS)
Rickli, Christian; Graf, Frank
2014-05-01
Timber is widely used for protection measures in torrent control. However, life span of woody constructions such as timber check dams is limited due to fungal decay. However, only sparse scientific information is available on the long-term behaviour of timber structures and the colonisation with decay fungi. Related to this, in practice a controversial discussion has been going on if either Norway Spruce (Picea abies) or Silver Fir (Abies alba) is more enduring and if bark removal increases resistance against fungal decay. In order to going into this matter a series of 15 timber check dams built in 1996 has been monitored. The constructions were alternatively realised with Norway Spruce and Silver Fir, half of them each with remaining and removed bark, respectively. The scientific investigations included the documentation of colonisation with rot fungi and the identification of decayed zones with a simple practical approach as well as based on drilling resistance. Colonisation by decay fungi started three years after construction (e.g. Gloeophyllum sepiarium), detecting two years later first parts with reduced wood resistance. Sixteen years after construction decay was found on all check dams but two. Wood quality was markedly better in watered sections compared to the occasionally dry lateral abutment sections. Taking the whole check dams into consideration, slightly more decay was detected in Norway Spruce compared to logs in Silver Fir and both the practical approach and the drilling resistance measurement yielded in more defects on logs without bark. However, due to limited number of replications and fungal data, it was not possible to statistically verify these results. Statistical analysis was restricted to the drilling resistance data and fruit-bodies of decay fungi of the uppermost log of each check dam. Based on this limited analysis significant differences in the effect on the drilling resistance were found for watered sections and lateral abutments, brown and white rot as well as fir with and without bark. Taking further into account that brown rot reduces wood strength faster than white rot, it may be speculated that spruce logs without bark and fir logs with bark are more resistant against fungal decay compared to logs of spruce with and fir without bark, respectively. However, this has to be treated with caution as only the uppermost logs were considered, the observation period was only 15 years and the relative abundance of the most important decay fungi considerably varied between as well as within the check dams. Consequently, for statistically sound and well-funded recommendations further investigations over a longer period are indispensable.
1. West portal of Snowshed 29, contextual view to east, ...
1. West portal of Snowshed 29, contextual view to east, 135mm lens. This is perhaps the last section of timber snowshed on this line. Integral with the east end of Tunnel 41, Snowshed 29 provides protection leading to the west portal of the tunnel. The snowshed today consists of (west to east) 199 feet of timber type T4 shed built in 1954, 365 feet of timber type T7 built in 1954, 85 feet of timber type T1 built in 1951, four feet of timber type T7 built in 1925 concurrent with Tunnel 41, and 41 feet of recent prefabricated concrete panel shed. - Central Pacific Transcontinental Railroad, Tunnel No. 41, Milepost 193.3, Donner, Placer County, CA
36 CFR 223.101 - Determination of purchaser responsibility.
Code of Federal Regulations, 2010 CFR
2010-07-01
... AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Award of Contracts § 223.101 Determination of purchaser responsibility. (a) A Contracting Officer shall not award a timber sale... and governmental business commitments; (3) The purchaser has a satisfactory performance record on...
Timber resources of western Oregon—highlights and statistics.
Donald R. Gedney
1982-01-01
This report summarizes and interprets the results of a timber resource inventory of western Oregon made between 1973 and 1976. Detailed tables give land and forest area, timber volume, growth, and mortality for western Oregon and for southwest Oregon, west-central Oregon, and northwest Oregon.
Operability and location of Wisconsin's timber resource.
Jerold T. Hahn; Mark H. Hansen
1989-01-01
Data collected during the 1983 Wisconsin Statewide forest inventory were used to examine operability of the timber resource based on seven operability components. Operability is the ease or difficulty of managing or harvesting timber because of physical conditions in the stand or on the site.
Operability and location of Michigan's timber resource.
Mark H. Hansen; Jerold T. Hahn
1987-01-01
Operability is the ease or difficulty of managing or harvesting timber because of physical conditions in the stand or on the site. Data collected during the 1980 Michigan statewide forest inventory were used to examine operability of the timber resource based on seven operability components.
Timber resource statistics for non-Federal forest land in west-central Oregon.
Donald R. Gedney; Patricia M. Bassett; Mary A. Mei
1987-01-01
This report summarizes a 1985-86 timber resource inventory of the non-Federal forest land in the four counties (Benton, Lane, Lincoln, and Linn) in west-central Oregon. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
J.D. Jr. Lloyd
1974-01-01
The 1973 Oregon timber harvest of 9.36 billion board feet was 265 million board feet (2.8 percent) below the 1972 harvest. The greater portion of the decrease occurred in eastern Oregon where timber harvest dropped 9.4 percent compared with 0.9 percent in western Oregon.
Load capacity of hollowed timber piles.
DOT National Transportation Integrated Search
1998-12-01
The goal of this study was to develop a reliable load-rating methodology for timber piles based on the level of documented damage. Louisiana currently has over 4,000 timber bridges in its inventory of over 13,800 bridges. A quarter of these 4,000 tim...
Michigan's fourth forest inventory: timber volumes and projections of timber supply.
John S. Jr. Spencer; Jerold T. Hahn
1984-01-01
The fourth inventory of the timber resource of Michigan shows growing-stock volume increased 27% between 1966 and 1980, from 15.1 to 19.1 billion cubic feet. Presented are highlights and statistics on volume, growth, mortality, removals, biomass, and projections.
Eleventh-century shift in timber procurement areas for the great houses of Chaco Canyon
Guiterman, Christopher H.; Dean, Jeffrey S.
2016-01-01
An enduring mystery from the great houses of Chaco Canyon is the origin of more than 240,000 construction timbers. We evaluate probable timber procurement areas for seven great houses by applying tree-ring width-based sourcing to a set of 170 timbers. To our knowledge, this is the first use of tree rings to assess timber origins in the southwestern United States. We found that the Chuska and Zuni Mountains (>75 km distant) were the most likely sources, accounting for 70% of timbers. Most notably, procurement areas changed through time. Before 1020 Common Era (CE) nearly all timbers originated from the Zunis (a previously unrecognized source), but by 1060 CE the Chuskas eclipsed the Zuni area in total wood imports. This shift occurred at the onset of Chaco florescence in the 11th century, a time with substantial expansion of existing great houses and the addition of seven new great houses in the Chaco Core area. It also coincides with the proliferation of Chuskan stone tools and pottery in the archaeological record of Chaco Canyon, further underscoring the link between land use and occupation in the Chuska area and the peak of great house construction. Our findings, based on the most temporally specific and replicated evidence of Chacoan resource procurement obtained to date, corroborate the long-standing but recently challenged interpretation that large numbers of timbers were harvested and transported from distant mountain ranges to build the great houses at Chaco Canyon. PMID:26644552
Eleventh-century shift in timber procurement areas for the great houses of Chaco Canyon.
Guiterman, Christopher H; Swetnam, Thomas W; Dean, Jeffrey S
2016-02-02
An enduring mystery from the great houses of Chaco Canyon is the origin of more than 240,000 construction timbers. We evaluate probable timber procurement areas for seven great houses by applying tree-ring width-based sourcing to a set of 170 timbers. To our knowledge, this is the first use of tree rings to assess timber origins in the southwestern United States. We found that the Chuska and Zuni Mountains (>75 km distant) were the most likely sources, accounting for 70% of timbers. Most notably, procurement areas changed through time. Before 1020 Common Era (CE) nearly all timbers originated from the Zunis (a previously unrecognized source), but by 1060 CE the Chuskas eclipsed the Zuni area in total wood imports. This shift occurred at the onset of Chaco florescence in the 11th century, a time with substantial expansion of existing great houses and the addition of seven new great houses in the Chaco Core area. It also coincides with the proliferation of Chuskan stone tools and pottery in the archaeological record of Chaco Canyon, further underscoring the link between land use and occupation in the Chuska area and the peak of great house construction. Our findings, based on the most temporally specific and replicated evidence of Chacoan resource procurement obtained to date, corroborate the long-standing but recently challenged interpretation that large numbers of timbers were harvested and transported from distant mountain ranges to build the great houses at Chaco Canyon.
36 CFR 223.101 - Determination of purchaser responsibility.
Code of Federal Regulations, 2011 CFR
2011-07-01
... purchaser has a satisfactory performance record on timber sale contracts. A prospective purchaser that is or... AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL PRODUCTS Timber Sale Contracts Award of Contracts § 223.101 Determination of purchaser responsibility. (a...
48 CFR 1452.237-71 - Utilization of Woody Biomass.
Code of Federal Regulations, 2011 CFR
2011-10-01
... timber/vegetative sales contract. Payment under the timber/vegetative sales contract must be at a price... appropriate payment specified in the related timber/vegetative sales contract before removal may be authorized... sales notice and/or prospectus, including volume estimates, appraised value and any appropriate special...
75 FR 63419 - Surety Bond Guarantee Program; Timber Sales
Federal Register 2010, 2011, 2012, 2013, 2014
2010-10-15
... timber sale contracts may require the purchaser to furnish a performance bond for satisfactory compliance.... With respect to a Performance Bond involving the sale of timber on land managed by USDA, the Federal... Sales AGENCY: Small Business Administration. ACTION: Proposed rule. SUMMARY: The Small Business...
Timber resource of Missouri's Prairie, 1972.
Jerold T. Hahn; Alexander Vasilevsky
1975-01-01
The third timber inventory of Missouri's Prairie Forest Survey Unit shows substantial declines in both growing-stock and sawtimber volumes between 1959 and 1972. Commercial forest area declined by one-fifth. Presents highlights and statistics on forest area and timber volume, growth, mortality, ownership, and use in 1972.
36 CFR 223.85 - Noncompetitive sale of timber.
Code of Federal Regulations, 2013 CFR
2013-07-01
... 36 Parks, Forests, and Public Property 2 2013-07-01 2013-07-01 false Noncompetitive sale of timber. 223.85 Section 223.85 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.32 - Timber sale operating plan.
Code of Federal Regulations, 2013 CFR
2013-07-01
... 36 Parks, Forests, and Public Property 2 2013-07-01 2013-07-01 false Timber sale operating plan. 223.32 Section 223.32 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.32 - Timber sale operating plan.
Code of Federal Regulations, 2011 CFR
2011-07-01
... 36 Parks, Forests, and Public Property 2 2011-07-01 2011-07-01 false Timber sale operating plan. 223.32 Section 223.32 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.32 - Timber sale operating plan.
Code of Federal Regulations, 2012 CFR
2012-07-01
... 36 Parks, Forests, and Public Property 2 2012-07-01 2012-07-01 false Timber sale operating plan. 223.32 Section 223.32 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.32 - Timber sale operating plan.
Code of Federal Regulations, 2014 CFR
2014-07-01
... 36 Parks, Forests, and Public Property 2 2014-07-01 2014-07-01 false Timber sale operating plan. 223.32 Section 223.32 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.85 - Noncompetitive sale of timber.
Code of Federal Regulations, 2014 CFR
2014-07-01
... 36 Parks, Forests, and Public Property 2 2014-07-01 2014-07-01 false Noncompetitive sale of timber. 223.85 Section 223.85 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.85 - Noncompetitive sale of timber.
Code of Federal Regulations, 2012 CFR
2012-07-01
... 36 Parks, Forests, and Public Property 2 2012-07-01 2012-07-01 false Noncompetitive sale of timber. 223.85 Section 223.85 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
Iowa's forest resources, 1974.
John S. Jr. Spencer; Pamela J. Jakes
1980-01-01
The second inventory of Iowa's forest resources shows big declines in commercial forest area and in growing-stock and sawtimber volumes between 1954 and 1974. Presented are text and statistics on forest area and timber volume, growth, mortality, ownership, stocking, future timber supply, timber use, forest management opportunities, and nontimber resources.
36 CFR 223.188 - Prohibitions against exporting unprocessed Federal timber.
Code of Federal Regulations, 2013 CFR
2013-07-01
... 36 Parks, Forests, and Public Property 2 2013-07-01 2013-07-01 false Prohibitions against exporting unprocessed Federal timber. 223.188 Section 223.188 Parks, Forests, and Public Property FOREST... Program § 223.188 Prohibitions against exporting unprocessed Federal timber. No person who acquires...
36 CFR 223.188 - Prohibitions against exporting unprocessed Federal timber.
Code of Federal Regulations, 2012 CFR
2012-07-01
... 36 Parks, Forests, and Public Property 2 2012-07-01 2012-07-01 false Prohibitions against exporting unprocessed Federal timber. 223.188 Section 223.188 Parks, Forests, and Public Property FOREST... Program § 223.188 Prohibitions against exporting unprocessed Federal timber. No person who acquires...
36 CFR 223.188 - Prohibitions against exporting unprocessed Federal timber.
Code of Federal Regulations, 2011 CFR
2011-07-01
... 36 Parks, Forests, and Public Property 2 2011-07-01 2011-07-01 false Prohibitions against exporting unprocessed Federal timber. 223.188 Section 223.188 Parks, Forests, and Public Property FOREST... Program § 223.188 Prohibitions against exporting unprocessed Federal timber. No person who acquires...
36 CFR 223.188 - Prohibitions against exporting unprocessed Federal timber.
Code of Federal Regulations, 2014 CFR
2014-07-01
... 36 Parks, Forests, and Public Property 2 2014-07-01 2014-07-01 false Prohibitions against exporting unprocessed Federal timber. 223.188 Section 223.188 Parks, Forests, and Public Property FOREST... Program § 223.188 Prohibitions against exporting unprocessed Federal timber. No person who acquires...
Minnesota timber industry--an assessment of timber product output and use, 1990.
Ronald L. Hackett; Richard A. Dahlman
1993-01-01
Discusses recent Minnesota forest industry trends; production and receipts of pulpwood, saw logs, and veneer logs; and production of other timber products in 1990. Reports on logging residue, wood and bark residue generated at primary wood-using mills, and disposition of mill residues.
36 CFR 223.187 - Determinations of unprocessed timber.
Code of Federal Regulations, 2011 CFR
2011-07-01
... AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...) and its implementing regulations. I fully understand that exporting unprocessed timber originating... domestically is a violation of this Act, its implementing regulations, and the False Statements Act (18 U.S.C...
DOT National Transportation Integrated Search
1995-02-01
In 1920, to provide for the safety of drivers on the Columbia River Highway, two-rail timber guardrail were installed. Subsequently, the two-rail timber guardrail were replaced by more modern guardrail. Recently, the Historic Columbia River Highway A...
DEVELOPING A PRODUCTION POSSIBILITY SET OF WILDLIFE SPECIES PERSISTENCE AND TIMBER HARVEST VALUE
An integrated model combing a wildlife population simulation model, and timber harvest and growth models was developed to explore the tradeoffs between the likelihood of persistence of a hypothetical wildlife species and timber harvest volumes on a landscape in the Central Oregon...
36 CFR 223.190 - Sourcing area application procedures.
Code of Federal Regulations, 2010 CFR
2010-07-01
... manufacturing facility that processes Federal timber and who is an exporter may apply for a sourcing area... within the proposed sourcing area where the person intends to process timber originating from Federal... knowledge concerning my timber purchasing and export patterns. I certify that the information provided...
Bicknell, Jake E; Struebig, Matthew J; Davies, Zoe G; Baraloto, Christopher
2015-01-01
Over 20% of the world's tropical forests have been selectively logged, and large expanses are allocated for future timber extraction. Reduced-impact logging (RIL) is being promoted as best practice forestry that increases sustainability and lowers CO2 emissions from logging, by reducing collateral damage associated with timber extraction. RIL is also expected to minimize the impacts of selective logging on biodiversity, although this is yet to be thoroughly tested. We undertake the most comprehensive study to date to investigate the biodiversity impacts of RIL across multiple taxonomic groups. We quantified birds, bats and large mammal assemblage structures, using a before-after control-impact (BACI) design across 20 sample sites over a 5-year period. Faunal surveys utilized point counts, mist nets and line transects and yielded >250 species. We examined assemblage responses to logging, as well as partitions of feeding guild and strata (understorey vs. canopy), and then tested for relationships with logging intensity to assess the primary determinants of community composition. Community analysis revealed little effect of RIL on overall assemblages, as structure and composition were similar before and after logging, and between logging and control sites. Variation in bird assemblages was explained by natural rates of change over time, and not logging intensity. However, when partitioned by feeding guild and strata, the frugivorous and canopy bird ensembles changed as a result of RIL, although the latter was also associated with change over time. Bats exhibited variable changes post-logging that were not related to logging, whereas large mammals showed no change at all. Indicator species analysis and correlations with logging intensities revealed that some species exhibited idiosyncratic responses to RIL, whilst abundance change of most others was associated with time. Synthesis and applications. Our study demonstrates the relatively benign effect of reduced-impact logging (RIL) on birds, bats and large mammals in a neotropical forest context, and therefore, we propose that forest managers should improve timber extraction techniques more widely. If RIL is extensively adopted, forestry concessions could represent sizeable and important additions to the global conservation estate – over 4 million km2. PMID:25954054
36 CFR 261.6 - Timber and other forest products.
Code of Federal Regulations, 2010 CFR
2010-07-01
... or otherwise damaging any timber, tree, or other forest product, except as authorized by a special-use authorization, timber sale contract, or Federal law or regulation. (b) Cutting any standing tree... otherwise identifying any tree or other forest product in a manner similar to that employed by forest...
36 CFR 223.62 - Timber purchaser road construction credit.
Code of Federal Regulations, 2010 CFR
2010-07-01
... deposits for slash disposal and road maintenance. As used in this section estimated construction costs... 36 Parks, Forests, and Public Property 2 2010-07-01 2010-07-01 false Timber purchaser road... § 223.62 Timber purchaser road construction credit. Appraisal may also establish stumpage value as if...
Review on antibacterial characteristics of bridge engineering biomaterials.
Zhao, Qing-Qing; Chen, Meng-Yao; He, Rui-Lin; Zhang, Zhong-Feng; Ashraf, Muhammad Aqeel
2016-01-01
This review summarizes the research on timber construction materials used in bridge construction. It focuses on the application of antiseptic treatments and the use of timber engineering materials in decks and bridges. This review also provides an overview on the future research and prospects of engineered timber materials.
36 CFR 223.112 - Modification of contracts.
Code of Federal Regulations, 2010 CFR
2010-07-01
... SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER Timber Sale Contracts Contract Administration § 223.112 Modification of contracts. (a) Timber sale contracts may be modified only when the modification.... Modifications may be made by the officer approving the sale, by his successor, or by his superior, except as...
25 CFR 163.23 - Advance payment for timber products.
Code of Federal Regulations, 2010 CFR
2010-04-01
... otherwise authorized by the Secretary, and except in the case of lump sum (predetermined volume) sales, contracts for the sale of timber from allotted, trust or restricted Indian forest land shall provide for an... advance deposits and advance payments previously applied against timber cut from each ownership in a sale...
Timber resource statistics for western Washington.
Coffin D. MacLean; Patricia M. Bassett; Glenn Yeary
1992-01-01
This report summarizes a 1988-90 timber resource inventory of 19 counties in western Washington: Clallam, Clark, Cowlitz, Grays Harbor, Island, Jefferson, King, Kitsap, Lewis, Mason, Pacific, Pierce, San Juan, Skagit, Skamania, Snohomish, Thurston, Wahkiakum, and Whatcom. Detailed tables of forest area, timber volume, growth, mortality, and harvest are presented.
Code of Federal Regulations, 2010 CFR
2010-04-01
...; capital assets; timber, coal, and iron ore; involuntary conversion. 404.1084 Section 404.1084 Employees' Benefits SOCIAL SECURITY ADMINISTRATION FEDERAL OLD-AGE, SURVIVORS AND DISABILITY INSURANCE (1950... from disposition of property; capital assets; timber, coal, and iron ore; involuntary conversion. (a...
36 CFR 219.28 - Determination of land suitable for timber harvest.
Code of Federal Regulations, 2010 CFR
2010-07-01
... conditions and ecological sustainability, and is necessary to protect multiple-use values other than timber... justified by the ecological, social, or economic benefits considering physical, economic, and other... revision of the plan. (c) Lands where timber may be harvested for other multiple-use values. Except for...
The timber industries of Maryland
James T. Bones; John E. Brodie
1977-01-01
A periodic evaluation of statewide industrial timber output based upon a complete survey of the primary wood manufacturing plants in Maryland. Contains statistics about industrial timber production and receipts in 1975 and the production and disposition of the manufacturing residues that resulted. The 43 million cubic feet of industrial wood produced in 1975...
Nondestructive evaluation of incipient decay in hardwood logs
Xiping Wang; Jan Wiedenbeck; Robert J. Ross; John W. Forsman; John R. Erickson; Crystal Pilon; Brian K. Brashaw
2005-01-01
Decay can cause significant damage to high-value hardwood timber. New nondestructive evaluation (NDE) technologies are urgently needed to effectively detect incipient decay in hardwood timber at the earliest possible stage. Currently, the primary means of inspecting timber relies on visual assessment criteria. When visual inspections are used exclusively, they provide...
Timber and Amenities on Nonindustrial Private Forest Land
Subhrendu K. Pattanayak; Karen Lee Abt; Thomas P. Holmes
2003-01-01
Economic analyses of the joint production timber and amenities from nonindustrial private forest lands (NIPF) have been conducted for several decades. Binkley (1981) summarized this strand of research and elegantly articulated a microeconomic household model in which NIPF owners maximize utility by choosing optimal combinations of timber income and amenities. Most...
Historical reflections on the Arkansas cross timbers
Don C. Bragg
2004-01-01
Kuclller's original rnap of potential natural vegetation suggested that the eastern-most extension of the "Cross Timbers" oak-dominated woodland reached into extreme western Arkansas. Iiecellt investigations have found possible old-growth Cross Timber communities in narrow strips along steep, rocky sandstone and shale ridges near Fort Chaffee and Hackett...
An analysis of Pennsylvania's forest resources
Douglas S. Powell; Thomas J., Jr. Considine; Thomas J. Considine
1982-01-01
A comprehensive analysis of the current status and trends of the forest resources of Pennsylvania. Topics include forest area, timber volume, biomass, timber products, timber's role in the state's economy, growth, and removals. Forest area, volume, growth and removals are projected through 2008. A detailed treatment is glven to water, soil, minerals, fish,...
36 CFR 223.62 - Timber purchaser road construction credit.
Code of Federal Regulations, 2012 CFR
2012-07-01
... 36 Parks, Forests, and Public Property 2 2012-07-01 2012-07-01 false Timber purchaser road construction credit. 223.62 Section 223.62 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.62 - Timber purchaser road construction credit.
Code of Federal Regulations, 2011 CFR
2011-07-01
... 36 Parks, Forests, and Public Property 2 2011-07-01 2011-07-01 false Timber purchaser road construction credit. 223.62 Section 223.62 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.62 - Timber purchaser road construction credit.
Code of Federal Regulations, 2013 CFR
2013-07-01
... 36 Parks, Forests, and Public Property 2 2013-07-01 2013-07-01 false Timber purchaser road construction credit. 223.62 Section 223.62 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
36 CFR 223.62 - Timber purchaser road construction credit.
Code of Federal Regulations, 2014 CFR
2014-07-01
... 36 Parks, Forests, and Public Property 2 2014-07-01 2014-07-01 false Timber purchaser road construction credit. 223.62 Section 223.62 Parks, Forests, and Public Property FOREST SERVICE, DEPARTMENT OF AGRICULTURE SALE AND DISPOSAL OF NATIONAL FOREST SYSTEM TIMBER, SPECIAL FOREST PRODUCTS, AND FOREST BOTANICAL...
43 CFR 9269.3-5 - Timber management.
Code of Federal Regulations, 2012 CFR
2012-10-01
... 43 Public Lands: Interior 2 2012-10-01 2012-10-01 false Timber management. 9269.3-5 Section 9269.3-5 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT... Timber management. (a) Sales of forest products; general. [Reserved] (b) Non-sale disposals; general—(1...
43 CFR 9269.3-5 - Timber management.
Code of Federal Regulations, 2013 CFR
2013-10-01
... 43 Public Lands: Interior 2 2013-10-01 2013-10-01 false Timber management. 9269.3-5 Section 9269.3-5 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT... Timber management. (a) Sales of forest products; general. [Reserved] (b) Non-sale disposals; general—(1...
43 CFR 9269.3-5 - Timber management.
Code of Federal Regulations, 2011 CFR
2011-10-01
... 43 Public Lands: Interior 2 2011-10-01 2011-10-01 false Timber management. 9269.3-5 Section 9269.3-5 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT... Timber management. (a) Sales of forest products; general. [Reserved] (b) Non-sale disposals; general—(1...
43 CFR 9269.3-5 - Timber management.
Code of Federal Regulations, 2014 CFR
2014-10-01
... 43 Public Lands: Interior 2 2014-10-01 2014-10-01 false Timber management. 9269.3-5 Section 9269.3-5 Public Lands: Interior Regulations Relating to Public Lands (Continued) BUREAU OF LAND MANAGEMENT... Timber management. (a) Sales of forest products; general. [Reserved] (b) Non-sale disposals; general—(1...
Wisconsin timber industry--an assessment of timber product output and use, 1999
William H. IV Reading; James W. Whipple
2003-01-01
Discusses recent Wisconsin forest industry trends; production and receipts of pulpwood; and production of saw logs, veneer logs, and other timber products in 1999. Reports on logging residue, on wood and bark residue generated at primary wood-using mills, and on disposition of mill residues.
A method for estimating operability and location of the timber resource.
John S. Jr. Spencer; Mark H. Hansen; Pamela J. Jakes
1986-01-01
Operability is the relative ease or difficulty of managing or harvesting timber because of physical conditions in the stand or on the site. Using data collected during standard statewide forest inventories, we developed a method for classifying timber by operability class based on seven operability components.