Evaluation of Modal and FEMA Pushover Analyses: Vertically "Regular" and Irregular Generic Frames

Earthquake Spectra

Volumn 20, Issue 1, 2004, Pages 255-271

  Chopra, Anil K ^a   Chintanapakdee, Chatpan ^b  

^a 109 McLaughlin Hall   (United States)

^b CHULALONGKORN UNIVERSITY   (Thailand)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; BUILDINGS; COMPUTATIONAL METHODS; STIFFNESS; STRENGTH OF MATERIALS; STRUCTURAL ANALYSIS;

MODAL PUSHOVER ANALYSIS (MPA); NONLINEAR RESPONSE HISTORY ANALYSIS (RHA);

SEISMIC WAVES;

EID: 1842687912     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1647580     Document Type: Article

References (6)

1. American Society of Civil Engineers (ASCE), 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, prepared for the SAC Joint Venture, published by the Federal Emergency Management Agency, FEMA-356, Washington, D.C.
2. Chintanapakdee, C., and Chopra, A. K., 2003. Evaluation of the modal pushover analysis procedure using vertically "regular" and irregular generic frames, Report No. EERC-2003/03, Earthquake Engineering Research Center, University of California, Berkeley, CA.
3. Chopra, A. K., and Goel, R. K., 2002. Modal pushover analysis procedure for estimating seismic demands for buildings, Earthquake Eng. Struct. Dyn. 31 (3), 561-582.
4. Goel, R. K., and Chopra, A. K., 2004. Evaluation of modal and FEMA pushover analyses: SAC buildings, Earthquake Spectra 20 (1), 225-254 [this issue].
5. Goel, R. K., and Chopra, A. K., 1997. Period formulas for moment-resisting frame buildings, J. Struct. Eng. 123 (11), 1454-1461.
6. International Code Council (ICC), 2000. International Building Code, Falls Church, VA.