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Volumn 20, Issue 3, 2004, Pages 883-915

Modeling and response prediction in performance-based seismic evaluation: Case studies of instrumented steel moment-frame buildings

Author keywords

[No Author keywords available]

Indexed keywords

BUILDINGS; COMPUTER SIMULATION; DYNAMIC RESPONSE; EARTHQUAKE EFFECTS; EARTHQUAKE RESISTANCE; MATHEMATICAL MODELS; STEEL CONSTRUCTION; STIFFNESS; STRUCTURAL FRAMES;

EID: 5744224845     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1774181     Document Type: Article
Times cited : (31)

References (19)
  • 1
    • 0003783665 scopus 로고    scopus 로고
    • American Society of Civil Engineers (ASCE), prepared for the SAC Joint Venture, published by the Federal Emergency Management Agency, FEMA-356, Washington, D.C
    • 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.
    • (2000) Prestandard and Commentary for the Seismic Rehabilitation of Buildings
  • 3
    • 5744246709 scopus 로고    scopus 로고
    • Computers and Structures, Inc., Berkeley, CA
    • Computers and Structures, Inc., 2003. SAP2000 - Structural Analysis Program, Berkeley, CA.
    • (2003) SAP2000 - Structural Analysis Program
  • 6
    • 5744236226 scopus 로고    scopus 로고
    • prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-99/21, Sacramento, CA
    • Duan, X., and Anderson, J. C., 1999. Elastic Models for Predicting Building Performance, prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-99 /21, Sacramento, CA.
    • (1999) Elastic Models for Predicting Building Performance
    • Duan, X.1    Anderson, J.C.2
  • 7
    • 0037540537 scopus 로고    scopus 로고
    • prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, Federal Emergency Management Agency, FEMA-355F, Washington, D.C
    • Foutch, D., 2000. State of the Art Report on Performance Prediction and Evaluation of Steel Moment Frames Buildings, prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, Federal Emergency Management Agency, FEMA-355F, Washington, D.C.
    • (2000) State of the Art Report on Performance Prediction and Evaluation of Steel Moment Frames Buildings
    • Foutch, D.1
  • 13
    • 0036539281 scopus 로고    scopus 로고
    • Seismic performance evaluation of pre-Northridge steel frame buildings with brittle connections
    • ASCE
    • Lee, K., and Foutch, D. A., 2002. Seismic performance evaluation of pre-Northridge steel frame buildings with brittle connections, J. Struct. Eng., ASCE 128 (4), 546-555.
    • (2002) J. Struct. Eng. , vol.128 , Issue.4 , pp. 546-555
    • Lee, K.1    Foutch, D.A.2
  • 14
    • 0003539495 scopus 로고    scopus 로고
    • prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-00/03, Sacramento, CA
    • Liu, J., and Astaneh-Asl, A., 2000. Cyclic Tests on Simple Connections Including Effects of the Slab, prepared for the SAC Joint Venture, published by the Structural Engineers Association of California, SAC/BD-00/03, Sacramento, CA.
    • (2000) Cyclic Tests on Simple Connections Including Effects of the Slab
    • Liu, J.1    Astaneh-Asl, A.2
  • 15
    • 0004075744 scopus 로고    scopus 로고
    • SAC Joint Venture, prepared for the Federal Emergency Management Agency, SAC 96-01, Washington, D.C
    • SAC Joint Venture, 1996. Experimental Investigations of Beam-Column Subassemblages, Parts 1 and 2, prepared for the Federal Emergency Management Agency, SAC 96-01, Washington, D.C.
    • (1996) Experimental Investigations of Beam-Column Subassemblages, Parts 1 and 2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.