Strength-Based Reliability of Wood Shearwalls Subject to Wind Load
Publication: Journal of Structural Engineering
Volume 131, Issue 2
Abstract
Wood shearwalls provide the majority of the lateral force resistance in light-frame wood construction, which makes up the vast percentage of residential and some percentage of commercial construction in the United States. One of the objectives of a recent Structural Engineering Institute (SEI) special project entitled “Re-evaluation of LRFD for engineered wood products: Keeping pace with changes in ASCE 7” was to evaluate the reliability of wood shearwalls designed using AF&PA/ASCE 16. This technical note describes the evaluation procedure and presents results from an analysis of wood shearwalls subject to wind load considering the ultimate strength (capacity) limit state. In addition to ultimate capacity, statistical distributions of the deformations at ultimate capacity were determined. The resistance of each wall was determined from a monotonic pushover analysis, which uses existing load–slip fastener data to determine the monotonic behavior of a wood shearwall. The wind load statistics were determined as a function of the nominal (code-specified) values using existing load models. Reliability indices for wood shearwalls built using 8d common nails [ diameter] and subject to the design wind load ranged from to 3.5. The percent drift at ultimate (neglecting uplift) ranged from 1.6 to 2%.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgment
The writers acknowledge the partial support of the Structural Engineering Institute (SEI) of ASCE through the Special Project entitled “Re-evaluation of LRFD for engineered wood products: Keeping pace with changes in ASCE 7.”
References
AF&PA/American Society for Civil Engineers (ASCE) 16-95. (1996). “Standard for load and resistance factor design (LRFD) for engineered wood construction.” AF&PA/ASCE 16-95, APA Supplement, Structural-Use Panels, New York.
Ceccotti, A., and Foschi, R. O. (1999). “Reliability assessment of wood shear walls under earthquake excitation.” Proc., 3rd Int. Conf. on Computational Stochastic Mechanics, Santorini, Greece.
Dolan, J. D. (1989). “The dynamic response of timber shearwalls.” PhD dissertation, Univ. of British Columbia, Vancouver, B.C., Canada.
Ellingwood, B. R. (1999). “A comparison of general design and load requirements in building codes in Canada, Mexico, and the United States.” Eng. J. AISC, Second Quarter, 67–80.
Ellingwood, B. R., Galambos, T. V., MacGregor, J. G., and Cornell, C. A. (1980). “Development of a probability based load criterion for American National Standard A58.” Special Publication SP577, U.S. Department of Commerce—National Bureau of Standards, Washington, DC.
Federal Emergency Management Agency (FEMA). (1997). “NEHRP guidelines for seismic rehabilitation of buildings.” FEMA 273, Building Seismic Safety Council, Washington, D.C.
Filiatrault, A., and Folz, B. (2002). “Performance-based seismic design of wood framed buildings.” J. Struct. Eng., 128(1), 39–47.
Foliente, G. C., Paevere, P. J., Saito, T., and Kawai, N. (1999). “Seismic reliability analysis of timber buildings.” Proc., Pacific Timber Engineering Conf., Vol. 3, Rotorua, New Zealand, 166–173.
Folz, B., and Filiatrault, A. (2001). “Cyclic analysis of wood shear walls.” J. Struct. Eng., 127(4), 433–441.
Paevere, P., and Foliente, G. C. (2000). “Hysteretic pinching and degradation effects on dynamic response and reliability.” Proc., ICOSSAR, Der Kiureghian, Madanat, Pestana, eds., Mill Press, Rotterdam, The Netherlands.
Rosowsky, D. V. (2002). “Reliability-based seismic design of wood shearwalls.” J. Struct. Eng., 128(11), 1439–1453.
Rosowsky, D. V., and Kim, J. H. (2001). “Task 1.5.3—Reliability studies.” Final Rep. Submitted to CUREE-Caltech Woodframe Project, Element 1 (Testing and Analysis), Research Rep. No. WEM-01-02, Oregon State Univ., Corvallis, Ore.
van de Lindt, J. W. (2004). “Evolution of wood shear wall testing, modeling, and reliability analysis: Bibliography.” Pract. Period. Struct. Des. Constr., 9(1), 44–53.
van de Lindt, J. W., and Walz, M. A. (2003). “Development and application of a wood shear wall reliability model,” J. Struct. Eng., 129(3), 405–413.
Yu, G., and Rosowsky, D. V. (2003). “Reliability analysis of light-frame wall systems using a portfolio approach.” Proc., 9th Int. Conf. on Applications of Statistics and Probability in Civil Engineering (ICASP9), San Francisco.
Information & Authors
Information
Published In
Copyright
© 2005 ASCE.
History
Received: Sep 9, 2003
Accepted: May 25, 2004
Published online: Feb 1, 2005
Published in print: Feb 2005
Notes
Note. Associate Editor: Shahram Sarkani
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.