Behavior of ductile SMRFs at various seismic hazard levels

Journal of structural engineering New York, N.Y.

Volumn 126, Issue 1, 2000, Pages 98-107

  Gupta, Akshay ^a   Krawinkler, Helmut ^a  

^a Stanford University   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

DUCTILITY; EARTHQUAKE RESISTANCE; FRACTURE MECHANICS; STRUCTURAL ANALYSIS;

SEISMIC HAZARD LEVELS; STEEL MOMENT RESISTING FRAME (SMRF) STRUCTURES;

WELDED STEEL STRUCTURES;

EID: 0033701450     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(98)     Document Type: Article

References (11)

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2. Gupta, A., and Krawinkler, H. (2000). "Dynamic P-delta effects for flexible inelastic steel structures." J. Struct. Engrg., ASCE, 126(1), 145-154.
3. "Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures." (1995). FEMA 267, Federal Emergency Management Agency, Building Seismic Safety Council, Washington, B.C.
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9. Somerville, P., et al. (1997). "Development of ground motion time histories for phase 2 of the FEMA/SAC steel project." SAC Background Document, Rep. No. SACIBD-97104, SAC Joint Venture, 555 University Ave., Sacramento, Calif.
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