Performance-Based Seismic Design of Wood Framed Buildings
Publication: Journal of Structural Engineering
Volume 128, Issue 1
Abstract
An important advancement in structural engineering in recent years has been the development of performance-based seismic design. However, its application to engineered wood framed buildings remains largely unexplored. This paper discusses the application of performance-based seismic design to wood framed buildings through a direct-displacement methodology. In the first part of the paper, limitations of the current force-based seismic design procedure for wood framed buildings are outlined. Thereafter, the fundamentals of displacement-based seismic design are presented along with a description of the system parameters required for its application. For the purpose of evaluating these parameters for wood framed buildings, a simple numerical model capable of predicting the cyclic response and energy dissipation characteristics of wood shear walls under general quasi-static cyclic loading is presented. The generalization of this model to three-dimensional wood framed structures is also discussed. As an application example, the displacement-based seismic design of a simple one-story shear wall building is presented. In turn, this design approach is validated by nonlinear dynamic time-history analyses using earthquake records representative of the hazard levels that were associated with the design performance levels.
Get full access to this article
View all available purchase options and get full access to this article.
References
Clough, R. W., and Penzien, J. (1993) Dynamics of structures, 2nd Ed., McGraw-Hill, New York.
Dolan, J. D. (1989). “The dynamic response of timber shear walls.” PhD thesis, Univ. of British Columbia, Vancouver, Canada.
Dolan, J. D., ed. (1994). “Timber structures in seismic regions, RILEM state-of-the-art report.” Mater. Struct., 27, 154–184.
Dolan, J. D., and Madsen, B.(1992a). “Monotonic and cyclic nail connection tests.” Can. J. Civ. Eng., 19(1), 97–104.
Dolan, J. D., and Madsen, B.(1992b). “Monotonic and cyclic tests of timber shear walls.” Can. J. Civ. Eng., 19(4), 415–422.
Durham, J. P. (1998). “Seismic response of wood shear walls with oversized oriented strand board panels.” MSc thesis, Univ. of British Columbia, Vancouver, Canada.
Durham J., Prion H. G. L., Lam, F., and He, M. (1999). “Earthquake resistance of shear walls with oversize sheathing panels.” Proc., 8th Canadian Conf. on Earthquake Engineering, Vancouver, Canada, 161–166.
European Committee for Standardization. (1994). “Eurocode 8: Design Provisions for Earthquake Resistance of Structures.” Central Secretariat, CEN, Brussels.
FEMA (1997a). NEHRP Guidelines for the seismic rehabilitation of buildings, Federal Emergency Management Agency.
FEMA (1997b). NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings, Federal Emergency Management Agency.
Foliente, G. C.(1995). “Hysteresis modeling of wood joints and structural systems.” J. Struct. Eng., 121(6), 1013–1022.
Foliente, G. C. (1996). “Issues in seismic performance testing and evaluation of timber structural systems.” Proc., Int. Wood Engineering Conf., New Orleans.
Folz, B., and Filiatrault, A. (2000a). “CASHEW—Version 1.0, a computer program for cyclic analysis of wood shear walls.” Rep. No. SSRP-2000/10, Structural Systems Research Project, Dept. of Structural Engineering, Univ. of California, San Diego, La Jolla, Calif.
Folz, B., and Filiatrault, A.(2000b). “Cyclic analysis of wood shear walls.” J. Struct. Eng., 127(4), 433–441.
Foschi, R. O.(1977). “Analysis of wood diaphragms and trusses, Part 1: diaphragms.” Can. J. Civ. Eng., 4(3), 345–362.
Gupta, A. K., and Kuo, G. P.(1985). “Behavior of wood-framed shear walls.” J. Struct. Eng., 111(8), 1722–1733.
International Conference of Building Officials (ICBO). (1997). Uniform building code. Whittier, Calif.
International Code Council (ICC). (2000). International building code. Building Officials and Code Administrators International Inc., Country Club Hills, Ill., Int. Conf. of Building Officials, Whittier, Calif., Southern Building Code Congress International, Inc., Birmingham, Ala.
Krawinkler, H., Parisi, F., Ibarra, L., Ayoub, A., and Medina, R. (2000). “Development of a testing protocol for wood frame structures.” CUREE Publication No. W-02, Richmond, Calif.
NRC (1995). “National Building Code of Canada.” National Research Council, Ottawa.
Park, R. and Pauley, T. (1975). Reinforced concrete structures, Wiley, New York.
Priestley, M. J. N.(1993). “Myths and fallacies in earthquake engineering—conflicts between design and reality.” Bull. New Zealand National Soc. for Earthquake Eng., 26(3), 329–341.
Priestley, M. J. N. (1998). “Displacement-based approaches to rational limit states design of new structures.” Keynote Address, Proc., 11th European Conf. on Earthquake Engineering, Paris.
Priestley, M. J. N. (2000). “Performance based seismic design.” Proc., 12th World Conf. on Earthquake Engineering (CD-ROM), Paper No. 2831, Auckland, New Zealand.
SEAOC. 1996. Recommended Lateral Force Requirements and Commentary, Appendix B-Vision 2000, Conceptual Framework for Performance-Based Seismic Design, Seismology Committee, Structural Engineers Association of California.
Seible, F., Filiatrault, A., and Uang, C-M. Editors, 1999. Proc., Invitational Workshop on Seismic Testing, Analysis and Design of Woodframe Construction, CUREE Publication No. W-01, CUREE-Caltech Woodframe Project, Richmond, Calif.
Information & Authors
Information
Published In
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Dec 13, 2000
Accepted: May 15, 2001
Published online: Jan 1, 2002
Published in print: Jan 2002
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.