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Volumn 22, Issue 10, 2000, Pages 1367-1377

Analysis of cable-stayed bridges under multi-component random ground motion by response spectrum method

Author keywords

Cable stayed bridge; Multi support excitations; Random ground motion; Response spectrum

Indexed keywords

PROBABILITY DENSITY FUNCTION; SEISMOLOGY; SPECTRUM ANALYSIS; STRUCTURAL ANALYSIS; VIBRATIONS (MECHANICAL);

EID: 0034047005     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00076-0     Document Type: Article
Times cited : (36)

References (16)
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  • 3
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    • Approximate spectral multiple suppoprt analysis applied to Humber suspension bridge
    • CSCE, Hamilton, Ontario, Canada
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    • (1990) In: Proc. Annual Conf. , vol.4 , Issue.1 , pp. 27-38
    • Rassem, M.1    Heidebrecht, A.C.2    Ghobarah, A.3
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    • Hindy, A.1    Novak, M.2
  • 12
    • 0032762696 scopus 로고    scopus 로고
    • Seismic behaviour of cable-stayed bridges under multi-component random ground motion
    • Allam S.M., Datta T.K. Seismic behaviour of cable-stayed bridges under multi-component random ground motion. Eng. Struct. 21(1):1999;62-74.
    • (1999) Eng. Struct. , vol.21 , Issue.1 , pp. 62-74
    • Allam, S.M.1    Datta, T.K.2
  • 13
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.