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Volumn 15, Issue 4, 1999, Pages 765-789

How safe are pre-Northridge WSMFs? A case study of the SAC Los Angeles nine-story building

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE DAMAGE; MODELING; MULTISTOREY BUILDING; NORTHRIDGE EARTHQUAKE 1994; SAFETY; SEISMIC RESPONSE; STEEL STRUCTURE;

EID: 0008288259     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.1586071     Document Type: Article
Times cited : (16)

References (30)
  • 2
    • 85037492992 scopus 로고    scopus 로고
    • draft report on SAC Phase 2 Task 4.3, January 1998
    • Bonowitz, D., 1998, SAC Database of WSMF Connection Tests, draft report on SAC Phase 2 Task 4.3, January 1998. Available at http://quiver.eerc.berkeley.edu:8080/design/conndbase.
    • (1998) SAC Database of WSMF Connection Tests
    • Bonowitz, D.1
  • 3
  • 5
    • 0037936449 scopus 로고    scopus 로고
    • draft Report on SAC Phase 2 Task 3.1.2, version 1.00, September 16, 1998
    • Dames and Moore, 1998, Survey of Damaged Steel Moment Frame Buildings, draft Report on SAC Phase 2 Task 3.1.2, version 1.00, September 16, 1998.
    • (1998) Survey of Damaged Steel Moment Frame Buildings
    • Dames1    Moore2
  • 13
    • 0004274688 scopus 로고    scopus 로고
    • ICBO, Whittier, CA, April
    • ICBO, 1997, 1997 Uniform Building Code, ICBO, Whittier, CA, April.
    • (1997) 1997 Uniform Building Code
  • 16
    • 0031272588 scopus 로고    scopus 로고
    • Development of building damage functions for earthquake loss estimation
    • Kircher, C., Nassar, A., Kutsu, O., and Holmes, W., 1997, Development of building damage functions for earthquake loss estimation. Earthquake Spectra, 13, 663-682.
    • (1997) Earthquake Spectra , vol.13 , pp. 663-682
    • Kircher, C.1    Nassar, A.2    Kutsu, O.3    Holmes, W.4
  • 17
    • 0018153719 scopus 로고
    • Shear in beam-column joints in seismic design of steel frames
    • Krawinkler, H., 1978, Shear in beam-column joints in seismic design of steel frames, AISC Engineering Journal, 15
    • (1978) AISC Engineering Journal , vol.15
    • Krawinkler, H.1
  • 19
    • 0003603125 scopus 로고
    • available from National Information Service for Earthquake Engineering -NISEE/Computer Applications, University of California, Berkeley
    • Maison, B. F., 1992, PC-ANSR: A Computer Program For Nonlinear Structural Analysis, available from National Information Service for Earthquake Engineering -NISEE/Computer Applications, University of California, Berkeley.
    • (1992) PC-ANSR: A Computer Program For Nonlinear Structural Analysis
    • Maison, B.F.1
  • 20
    • 0042225505 scopus 로고    scopus 로고
    • VE dampers for upgrade of Northridge damaged steel building
    • Paper No. 1437, Acapulco, Mexico, June
    • Maison, B. F., 1996, VE dampers for upgrade of Northridge damaged steel building, 11th World Conference on Earthquake Engineering, Paper No. 1437, Acapulco, Mexico, June.
    • (1996) 11th World Conference on Earthquake Engineering
    • Maison, B.F.1
  • 21
    • 0031209895 scopus 로고    scopus 로고
    • Analysis of Northridge damaged thirteen-story WSMF building
    • Maison, B. F. and Kasai, K., 1997, Analysis of Northridge damaged thirteen-story WSMF building, Earthquake Spectra, 13, 451-473.
    • (1997) Earthquake Spectra , vol.13 , pp. 451-473
    • Maison, B.F.1    Kasai, K.2
  • 23
  • 28
    • 0043227683 scopus 로고    scopus 로고
    • draft of Seventh Edition, SEAOC, 1999 (draft dated October 5, 1998)
    • SEAOC, 1998a, Recommended Lateral Force Requirements and Commentary, draft of Seventh Edition, SEAOC, 1999 (draft dated October 5, 1998).
    • (1998) Recommended Lateral Force Requirements and Commentary
  • 29
    • 0040300272 scopus 로고    scopus 로고
    • Prepared by the SEAOC Performance Based Engineering Ad Hoc Committee for inclusion in SEAOC ( 1998a), December
    • SEAOC, 1998b, Tentative performance based seismic engineering guidelines, Part 1 & Part 2, Prepared by the SEAOC Performance Based Engineering Ad Hoc Committee for inclusion in SEAOC ( 1998a), December.
    • (1998) Tentative Performance Based Seismic Engineering Guidelines, Part 1 & Part 2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.