Simplified direct displacement design of six-story woodframe building and pretest seismic performance assessment

Journal of Structural Engineering

Volumn 136, Issue 7, 2010, Pages 813-825

  Pang, Weichiang ^a   Rosowsky, David V ^b   Pei, Shiling ^c   Van De Lindt, John W ^c  

^a AMRL   (United States)

^b Texas AandM University   (United States)

^c Engineering Research Center and Hydraulics Laboratory   (United States)

Author keywords

Displacement based design; Earthquake engineering; Performance based design; Seismic hazard; Shear walls; Structural engineering; Wood structures

Indexed keywords

DESIGN EARTHQUAKES; EARTHQUAKE ENGINEERING; SEISMIC HAZARDS; STRUCTURAL ENGINEERING; WOOD STRUCTURE;

CIVIL ENGINEERING; COMPUTER SIMULATION; DESIGN; EARTHQUAKES; ENGINEERING GEOLOGY; RISK ASSESSMENT; SAFETY ENGINEERING; SHEAR WALLS; STRUCTURAL ANALYSIS; WOODEN BUILDINGS; WOODEN CONSTRUCTION;

SEISMIC DESIGN;

EID: 77953566599     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)ST.1943-541X.0000181     Document Type: Article

References (27)

1. American Society of Civil Engineers (ASCE). (2005). " Minimum design loads for buildings and other structures.." ASCE/SEI 7-05, Reston, Va.
2. American Society of Civil Engineers (ASCE). (2006). " Seismic rehabilitation of existing buildings.." ASCE/SEI 41-06, Reston, Va.
3. Applied Technology Council (ATC). (2008). " Quantification of building seismic performance factors.." ATC-63, Redwood City, Calif.
4. Cheung, C. K. (2008). " Multi-storey timber and mixed timber-RC/steel construction in the USA.." Struct. Eng. Int. (IABSE, Zurich, Switzerland) ZZZZZZ 1016-8664, 18 (2), 122-125. 10.2749/ 101686608784218699 (Pubitemid 351713387)
5. Christovasilis, I. P., Filiatrault, A., Constantinou, M. C., and Wanitkorkul, A. (2009). " Incremental dynamic analysis of woodframe buildings.." Earthquake Eng. Struct. Dyn. IJEEBG 0098-8847, 38 (4), 477-496. 10.1002/eqe.864
6. Christovasilis, I. P., Filiatrault, A., and Wanitkorkul, A. (2007). " Seismic testing of a full-scale two-story wood light-frame building: NEESWood benchmark test.." NEESWood Rep. No. NW-01, State Univ. of New York at Buffalo, New York.
7. Coyne, T. (2007). " Framing-to-sheathing connection testing in support of NEESWood capstone test.." Network of earthquake engineering simulation host institution, State University of New York, Buffalo, N.Y.
8. Craig, S. (2008). " Expanding market demand for Canadian wood products.." Interim Rep. No. Canadian Wood Council, Ottawa.
9. Filiatrault, A., Isoda, H., and Folz, B. (2003). " Hysteretic damping of wood framed building.." Eng. Struct. ENSTDF 0141-0296, 25 (4), 461-471. 10.1016/S0141-0296(02)00187-6 (Pubitemid 36211495)
10. Folz, B., and Filiatrault, A. (2001a). " Cyclic analysis of wood shear walls.." J. Struct. Eng. JSENDH 0733-9445, 127 (4), 433-441. 10.1061/(ASCE)0733-9445(2001)127:4(433) (Pubitemid 33098992)
11. Folz, B., and Filiatrault, A. (2001b). " A Computer program for seismic analysis of woodframe structures.." Rep. No. W-21, Task 1.5.1, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif.
12. Gatto, K. and Uang, C. -M. (2001). " Cyclic response of woodframe shearwalls: Loading protocol and rate of loading effects.." Rep. No. W-13, Task 1.3.1, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif.
13. International Code Council (ICC). (2006). International building code, Country Club Hills, Ill.
14. International Conference of Building Officials (ICBO). (1988). Uniform building code, Whittier, Calif.
15. Kim, J. H., and Rosowsky, D. V. (2005). " Fragility analysis for performance-based seismic design of engineered wood sheerwalk.." J. Struct. Eng. JSENDH 0733-9445, 131 (11), 1764-1773. 10.1061/(ASCE)0733-9445(2005)131: 11(1764) (Pubitemid 41604990)
16. Krawinkler, H., Zareian, F., Ibarra, L., Medina, R., and Lee, S. (2003). " Seismic demands for single- and multi-story woodframe buildings.." Rep. No. W-26, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif.
17. Martin, Z. A., and Skaggs, T. D. (2003). " Shear wall lumber framing: Double 2x 's vs Single 3x 's at adjoining panel edges.." APA Rep. No. T2003-22, The Engineer Wood Association, Tacoma, Wash.
18. Pang, W. C., and Rosowsky, D. V. (2009). " Direct displacement procedure for performance-based seismic design of mid-rise woodframe structures.." Earthquake Spectra EASPEF 8755-2930, 25 (3), 583-605. 10.1193/1.3158932
19. Pang, W. C., Rosowsky, D. V., van de Lindt, J. W., and Pei, S. (2009). " Simplified direct displacement design of six-story NEESWood Capstone Building and pre-test seismic performance assessment.." NEESWood Rep. No. NW-05, Clemson Univ., Clemson, S.C.
20. Pardoen, G., Waltman, A., Kazanjy, R., Freund, E., and Hamilton, C. (2003). " Testing and analysis of one-story and two-story shear walls under cyclic loading.." Rep. No. W-25, Task 1.4.4, Consortium of Universities for Research in Earthquake Engineering (CUREE), Richmond, Calif.
21. Pei, S., and van de Lindt, J. W. (2009). " Coupled shear-bending formulation for seismic analysis of stacked wood shear wall systems.." Earthquake Eng. Struct. Dyn. IJEEBG 0098-8847, 38 (14), 1631-1647. 10.1002/eqe.926
22. Shama, A. A., and Mander, J. B. (2003). " The seismic performance of braced timber pile bents.." Earthquake Eng. Struct. Dyn. IJEEBG 0098-8847, 32 (3), 463-482. 10.1002/eqe.236 (Pubitemid 36300157)
23. Stewart, W. G. (1987). " The seismic design of plywood sheathed shearwall.." Ph.D. thesis, Univ. of Canterbury, Christchurch, New Zealand.
24. Vamvatsikos, D., and Cornell, A. C. (2002). " Incremental dynamic analysis.." Earthquake Eng. Struct. Dyn. IJEEBG 0098-8847, 31 (3), 491-514. 10.1002/eqe.141 (Pubitemid 34140538)
25. van de Lindt, J. W., Rosowsky, D. V., Filiatrault, A., Symans, M., and Davidson, R. (2006). " Development of a performance-based seismic design philosophy for mid-rise woodframe construction: Progress on the NEESWood project.." Proc., 9th World Conf. on Timber Engineering (CD-ROM), Oregon State University Conference Services Office, Portland, Ore.
26. Varoglu, E., Karacabeyli, E., Stiemer, S., Ni, C., Buitelaar, M., and Lungu, D. (2007). " Midply wood shear wall system: Performance in dynamic testing.." J. Struct. Eng. JSENDH 0733-9445, 133 (7), 1035-1042. 10.1061/(ASCE)0733-9445(2007)133:7(1035) (Pubitemid 46935049)
27. White, T., and Ventura, C. (2006). " Seismic Performance of wood-frame residential construction in British Columbia.." EERF Rep. No. 06-03, Canada Mortgage and Housing Corporation, Ont.