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Volumn 126, Issue 1, 2000, Pages 108-116

Performance of PR moment frame buildings in UBC seismic zones 3 and 4

Author keywords

[No Author keywords available]

Indexed keywords

WELDED STEEL MOMENT FRAMES (WSMF);

EID: 0033686846     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2000)126:1(108)     Document Type: Article
Times cited : (18)

References (20)
  • 1
    • 0003775517 scopus 로고
    • Guidelines for cyclic seismic testing of components of steel structures
    • Redwood City, Calif.
    • Applied Technology Council (ATC). (1992). "Guidelines for cyclic seismic testing of components of steel structures." Rep. ATC-24, Redwood City, Calif.
    • (1992) Rep. ATC-24
  • 3
    • 33847537678 scopus 로고
    • Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures
    • Federal Emergency Management Agency (FEMA). (1995a). "Interim guidelines: Evaluation, repair, modification and design of welded steel moment frame structures." FEMA 267, Washington, D.C.
    • (1995) FEMA 267, Washington, D.C.
  • 4
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings, 1994 edition
    • Washington, D.C.
    • FEMA. (1995b). "NEHRP recommended provisions for seismic regulations for new buildings, 1994 edition," FEMA 223, Washington, D.C.
    • (1995) FEMA 223
  • 5
    • 0003749428 scopus 로고    scopus 로고
    • NEHRP guidelines for the seismic rehabilitation of buildings
    • Washington, D.C.
    • FEMA. (1997). "NEHRP guidelines for the seismic rehabilitation of buildings." FEMA 273, Washington, D.C.
    • (1997) FEMA 273
  • 6
    • 0003611642 scopus 로고    scopus 로고
    • NEHRP recommended provisions for seismic regulations for new buildings and other structures, 1997 edition
    • Washington, D.C.
    • FEMA. (1998). "NEHRP recommended provisions for seismic regulations for new buildings and other structures, 1997 edition." FEMA 302, Washington, D.C.
    • (1998) FEMA 302
  • 8
    • 33847557809 scopus 로고    scopus 로고
    • Seismic demands for performance evaluation of steel moment resisting frame structures
    • July.
    • Gupta, A., and Krawinkler, H. (1998). "Seismic demands for performance evaluation of steel moment resisting frame structures." Draft Rep. on SAC Phase 2 Task 5.4.3, July.
    • (1998) Draft Rep. on SAC Phase 2 Task 5.4.3
    • Gupta, A.1    Krawinkler, H.2
  • 11
    • 0009543882 scopus 로고    scopus 로고
    • Partially restrained composite connections
    • American Institute of Steel Construction, Chicago.
    • Leon, R. T., Hoffman, J. J., and Staeger, T. (1996). "Partially restrained composite connections." Steel Des. Guide Series 8, American Institute of Steel Construction, Chicago.
    • (1996) Steel Des. Guide Series 8
    • Leon, R.T.1    Hoffman, J.J.2    Staeger, T.3
  • 13
    • 0003603125 scopus 로고
    • National Information Service for Earthquake Engineering-NISEE/Computer Applications, University of California, Berkeley, Calif.
    • Maison, B. F. (1992). PC-ANSR: A computer program for nonlinear structural analysis. National Information Service for Earthquake Engineering-NISEE/Computer Applications, University of California, Berkeley, Calif.
    • (1992) PC-ANSR: A Computer Program for Nonlinear Structural Analysis.
    • Maison, B.F.1
  • 14
    • 84866832247 scopus 로고    scopus 로고
    • Seismic performance of 3 and 9 story partially restrained moment frame buildings
    • (including "Appendix A: Design methodology for 3 and 9 story PR buildings" by C. O. Rex and S. D. Lindsey).
    • Maison, B. F., and Kasai, K. (1998). "Seismic performance of 3 and 9 story partially restrained moment frame buildings." Draft Rep. on SAC Phase 2 Task 5.4.7 (including "Appendix A: Design methodology for 3 and 9 story PR buildings" by C. O. Rex and S. D. Lindsey).
    • (1998) Draft Rep. on SAC Phase 2 Task 5.4.7
    • Maison, B.F.1    Kasai, K.2
  • 15
    • 0008288259 scopus 로고    scopus 로고
    • How safe are pre-Northridge WSMFs? A case study of the SAC Los Angeles 9-Story Building
    • Maison, B. F., and Bonowitz, D. (1999). "How safe are pre-Northridge WSMFs? A case study of the SAC Los Angeles 9-Story Building." Earthquake Spectra, 15(4).
    • (1999) Earthquake Spectra , vol.15 , Issue.4
    • Maison, B.F.1    Bonowitz, D.2
  • 17
    • 0021317294 scopus 로고
    • Analysis for P-delta effects in seismic response of buildings
    • Neuss, C. F., and Maison, B. F. (1984). "Analysis for P-delta effects in seismic response of buildings." J. Comp. and Struct., 19(3).
    • (1984) J. Comp. and Struct. , vol.19 , Issue.3
    • Neuss, C.F.1    Maison, B.F.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.