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Volumn 228, Issue 3, 1999, Pages 611-628

Vibration of multi-span non-uniform bridges under moving vehicles and trains by using modified beam vibration functions

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Indexed keywords


EID: 0001420550     PISSN: 0022460X     EISSN: None     Source Type: Journal    
DOI: 10.1006/jsvi.1999.2423     Document Type: Article
Times cited : (114)

References (18)
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  • 4
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  • 5
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    • (1985) Journal of Sound and Vibration , vol.100 , pp. 477-491
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  • 6
    • 0022421011 scopus 로고
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    • M. OLSSON 1985 Journal of Sound and Vibration 99, 1-12. Finite element, modal co-ordinate analysis of structures subjected to moving loads.
    • (1985) Journal of Sound and Vibration , vol.99 , pp. 1-12
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  • 7
    • 0025249445 scopus 로고
    • Finite element analysis of elastic beams subjected to moving dynamic loads
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    • Lin, Y.H.1    Trethewey, M.W.2
  • 8
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  • 9
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    • The influence of roadway surface irregularities and vehicle deceleration on bridge dynamics using the method of lines
    • K. CHOMPOOMING and M. YENER 1995 Journal of Sound and Vibration 183, 567-589. The influence of roadway surface irregularities and vehicle deceleration on bridge dynamics using the method of lines.
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    • Chompooming, K.1    Yener, M.2
  • 10
    • 0029411349 scopus 로고
    • Vehicle-bridge interaction analysis by dynamic condensation method
    • Y. B. YANG and B. H. LIN 1995 Journal of Structural Engineering 121, 1636-1643. Vehicle-bridge interaction analysis by dynamic condensation method.
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    • Yang, Y.B.1    Lin, B.H.2
  • 11
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  • 12
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    • Yang, Y.B.1    Yau, J.D.2    Hsu, L.C.3
  • 15
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    • D. Y. ZHENG, Y. K. CHEUNG, F. T. K. AU and Y. S. CHENG 1998 Journal of Sound and Vibration 212, 455-467. Vibration of multi-span non-uniform beams under moving loads by using modified beam vibration functions.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.