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Volumn 9, Issue 1, 2000, Pages 25-45

Linear and nonlinear seismic response of a 52-storey steel frame building

Author keywords

[No Author keywords available]

Indexed keywords

EARTHQUAKE RESISTANCE; FREQUENCY DOMAIN ANALYSIS; OFFICE BUILDINGS; STEEL STRUCTURES; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES; TIME DOMAIN ANALYSIS;

EID: 0033750409     PISSN: 10628002     EISSN: None     Source Type: Journal    
DOI: 10.1002/(SICI)1099-1794(200003)9:1<25::AID-TAL140>3.0.CO;2-9     Document Type: Article
Times cited : (22)

References (8)
  • 2
    • 0025948729 scopus 로고
    • Spine structures provide stability in seismic areas
    • Banavalkar PV. 1991. Spine structures provide stability in seismic areas. Modem Steel Construction (January): 13.
    • (1991) Modem Steel Construction , Issue.JANUARY , pp. 13
    • Banavalkar, P.V.1
  • 3
    • 1642589312 scopus 로고    scopus 로고
    • MASc thesis, Department of Civil Engineering, The University of British Columbia, Vancouver, BC, Canada
    • Ding Y. 1999. A study on the seismic behaviour of a 52-storey steel frame building. MASc thesis, Department of Civil Engineering, The University of British Columbia, Vancouver, BC, Canada, 126 pages.
    • (1999) A Study on the Seismic Behaviour of a 52-storey Steel Frame Building
    • Ding, Y.1
  • 4
    • 85037791546 scopus 로고    scopus 로고
    • Ver. 4.0, Vibrant Technology: Jamestown, California
    • The ME'scope Operating Manual 1998. Ver. 4.0, Vibrant Technology: Jamestown, California.
    • (1998) The ME'scope Operating Manual
  • 7
    • 84896886819 scopus 로고    scopus 로고
    • Canny Consultants Pte Ltd: Singapore
    • Li KN. 1996. CANNY-E Users' Manual, Canny Consultants Pte Ltd: Singapore.
    • (1996) CANNY-E Users' Manual
    • Li, K.N.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.