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Volumn 25, Issue 6, 2005, Pages 183-188

Influence of seismic excitation on coupled vibration of train-bridge system in light railway

Author keywords

Coupled vibration; Elevated bridge; Light railway; Seismic excitation; Soil structure interaction; Train bridge system

Indexed keywords

BRIDGE; COMPUTER SIMULATION; LIGHT RAIL SYSTEM; NUMERICAL MODEL; SEISMIC RESPONSE; VIBRATION;

EID: 33646159047     PISSN: 10001301     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (6)

References (10)
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    • Diana, G.1    Cheli, F.2    Bruni, S.3
  • 3
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    • (2002) , vol.24 , Issue.5 , pp. 98-102
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    • 33646164157 scopus 로고    scopus 로고
    • Tan GH, Brameld GH. 1998, 14(4):107-116.
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    • Tan, G.H.1    Brameld, G.H.2
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    • 33646143750 scopus 로고    scopus 로고
    • Chinese source
    • Chinese source. 1999, 34(6):664-668.
    • (1999) , vol.34 , Issue.6 , pp. 664-668
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  • 8
    • 0033607317 scopus 로고    scopus 로고
    • Dynamic soil - Structure interaction analysis via coupled finite - Element - Boundary - Element method
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    • Yazdchi M, Khalili N. Dynamic soil - structure interaction analysis via coupled finite - element - boundary - element method [J]. Soil Dynamics and Earthquake Engineering, 1999, 18:499-517.
    • (1999) Soil Dynamics and Earthquake Engineering , vol.18 , pp. 499-517
    • Yazdchi, M.1    Khalili, N.2
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    • Coupled BEM - FEM solutions for direct time domain soil - Structure interaction analysis
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    • Rizos DC, Wang Z. Coupled BEM - FEM solutions for direct time domain soil - structure interaction analysis [J]. Engineering Analysis with Boundary Elements, 2002, 26:877-888.
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    • Rizos, D.C.1    Wang, Z.2
  • 10
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    • Spatially coupled vibrations of a suspension bridge under random highway traffic
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    • Bryia D, Sniady P. Spatially coupled vibrations of a suspension bridge under random highway traffic [J]. Earthquake Eng Struct. Dyn., 1991, 16:999-1010.
    • (1991) Earthquake Eng Struct. Dyn. , vol.16 , pp. 999-1010
    • Bryia, D.1    Sniady, P.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.