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Displaying 21,241 - 21,250 of 65,202 Publications- Estimates of growing stock volume are reported by the national forest inventories (NFI) of most countries and may serve as the basis for aboveground biomass and carbon estimates as required by an increasing number of international agreements. The probability-based (design-based) statistical estimators traditionally used by NFIs to calculate estimates are generally unbiased and entail only limited computational complexity. However, these estimators often do not produce sufficiently precise estimates for areas with small sample sizes. Model-based estimators may overcome this disadvantage,...AuthorsRonald E. McRoberts, Erik Næsset, Terje GobakkenKeywordsSourceRemote Sensing of Environment. 128: 268-275.Year2013
- The extent of boron penetration in framing lumber treated by spray applications during construction is not well quantified. This study evaluated the effect of formulation and concentration on diffusion of boron in lumber specimens that were equilibrated in conditions that produced wood moisture contents of 18 to 21 percent. One set of specimens was pressure treated with water before equilibration. Borate solutions were prepared from powdered disodium octaborate tetrahydrate (DOT) or from two commercial glycol-borate formulations and applied with a garden-type sprayer. The DOT solution was...AuthorsPatricia K. Lebow, Stan Lebow, Steven HalversonKeywordsSourceFOREST PRODUCTS JOURNAL Volume. 63, Number 7/8, 2013; pp. 275-282.Year2013
- 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 bridges open to traffic are restricted by load postings. Currently, no load rating standards exist for covered timber bridges which often results in overly conservative load ratings/postings. Rating engineers simply do not have...AuthorsJames Wacker, Brent Phares, Travis HostengKeywordsSourceIn: Proceedings of the 2nd International Conference of Timber Bridges. September 30 - October 2nd, 2013, Las Vegas, Nevada, USA. (Electronic format without page numbers). Leesburg, VA: American Wood Council – Woodworks. (Peer-Reviewed). ID# 0425. 2013; 11 p.Year2013
- Cross-laminated timber (CLT) is an innovative wood product that was developed approximately two decades ago in Europe and has since been gaining in popularity. Based on the experience of European researchers and designers, it is believed that CLT can provide the U.S. market the opportunity to build mid- and high-rise wood buildings. This Chapter presents a summary of past research and state-of-the-art understanding of the seismic behavior of CLT. As a new structural system to the United States, the design of CLT for seismic applications is expected to be made through alternative method...AuthorsJohn W. van de Lindt, Douglas R. Rammer, Marjan Popovski, Phil Line, Shiling Pei, Steven E. PryorKeywordsSourceIn: CLT handbook: cross-laminated timber / edited by Erol Karacabeyli, Brad Douglas. -- U. S. ed.; 2013; 64 p.Year2013
- The light weight of cross-laminated timber (CLT) products combined with the high level of prefabrication involved, in addition to the need to provide wood-based alternative products and systems to steel land concrete, have significantly contributed to the development of CLT products and systems, especially in mid-rise buildings (5 to 9 stories). While this product is well-established in Europe, work on the implementation of CLT products and systems has just begun in the United States and Canada. The structural efficiency of the floor system acting as a diaphragm and that of walls in...AuthorsMohammad Mohammad, Bradford Douglas, Douglas R. Rammer, Steven E. PryorKeywordsSourceIn: CLT handbook: cross-laminated timber / edited by Erol Karacabeyli, Brad Douglas. -- U. S. ed.; 2013; 59 p.Year2013
- 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 Laboratory to develop a simple but accurate analytical model to analyze Burr Arch Truss bridges. A three dimensional model that included the splice joints that were used in the construction of the bridge was utilized in the...AuthorsF. Fanous, Douglas R. Rammer, T. WipfKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. Washington, DC: WoodWorks – Wood Products Council, 2013; 11 p.Year2013
- 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 structures at more than 2,500. The inspection team utilized advanced NDE assessment tools such as the resistance microdrill and other acoustic devices to evaluate the condition of the suspect areas of the timber sub- and superstruc...AuthorsTravis Hosteng, James Wacker, Brent PharesKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. September 30 - October 2nd, 2013, Las Vegas, Nevada, USA. (Electronic format without page numbers). Leesburg, VA: American Wood Council – Woodworks. (Peer-Reviewed) ID# 0424; 2013; 11 p.Year2013
- During the 19th century, the economic material to build bridges was timber due to its abundant availability, cost, and ease of construction. Many of the well-known timber bridge types are the Burr arch, Town lattice, Howe, Queen and King type of trusses. This paper summarizes an investigation that was sponsored by the Federal Highway Administration and the USDA Forest Products Laboratory to recommend simple but accurate analytical techniques for improving the analysis of historic covered timber bridges. Within this manuscript, field testing results of displacements and strains for covered...AuthorsF Fanous, Douglas R. Rammer, T. WipfKeywordsSourceIn: Wacker, J.; Krohn, J., eds. Proceedings, 2nd International Conference of Timber Bridges. Washington, DC: WoodWorks – Wood Products Council, 2013; 12 p.Year2013
- Seasonal variation in photosynthetic capacity is an important part of the overall seasonal variability of temperate deciduous forests. However, it has only recently been introduced in a few terrestrial biosphere models, and many models still do not include it. The biases that result from this omission are not well understood. In this study, we use the Ecosystem Demography 2 model to simulate an oak-dominated stand in the New Jersey Pine Barrens. Two alternative model configurations are presented, one with seasonal variation of photosynthetic capacity (SPC-ON) and one without seasonal...AuthorsDavid Medvigy, Su-Jong Jeong, Ken Clark, Nicholas Skowronski, Karina V. R. SchäferSourceJournal of Geophysical Research Biogeosciences. 118(4): 1703-1714.Year2013
- The maximum temperature experienced by biomass during combustion has a strong effect on chemical properties of the resulting charcoal, such as sorption capacity (water and nonpolar materials) and microbial degradability. However, information about the formation temperature of natural charcoal can be difficult to obtain in ecosystems that are not instrumented prior to fires. Benzene polycarboxylic acids (BPCA) are molecular markers specific for pyrogenic carbon (PyC) which can provide information on the degree of aromatic condensation in charcoals. Here we apply the BPCA molecular marker...AuthorsMaximilian P. W. Schneider, Lacey A. Pyle, Ken Clark, William C. Hockaday, Caroline A. Masiello, Michael W.I. SchmidtSourceEnvironmental Science & Technology. 47(20): 11490-11495.Year2013