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Volumn 22, Issue 10, 2000, Pages 1313-1323

Triple-girder model for modal analysis of cable-stayed bridges with warping effect

Author keywords

Cable stayed bridge; Case study; Modal analysis; Triple girder model; Warping constant

Indexed keywords

BEAMS AND GIRDERS; BRIDGE DECKS; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; MODAL ANALYSIS; STIFFNESS; STRUCTURAL ANALYSIS;

EID: 0033745603     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(99)00077-2     Document Type: Article
Times cited : (38)

References (10)
  • 1
    • 0041041528 scopus 로고
    • PhD thesis. Sheffield: Department of Civil and Structural Engineering, University of Sheffield
    • Ereiba HA. The dynamic behavior of cable-stayed bridges. PhD thesis. Sheffield: Department of Civil and Structural Engineering, University of Sheffield, 1979.
    • (1979) The Dynamic Behavior of Cable-stayed Bridges
    • Ereiba, H.A.1
  • 5
    • 0022702940 scopus 로고
    • A stiffness matrix for geometric non-linear analysis
    • Yang Y.B., McGuire W. A stiffness matrix for geometric non-linear analysis. J. Struct. Eng., ASCE. 112(ST4):1986;853-877.
    • (1986) J. Struct. Eng., ASCE , vol.112 , Issue.ST4 , pp. 853-877
    • Yang, Y.B.1    McGuire, W.2
  • 6
    • 0022702859 scopus 로고
    • Joint rotations and geometric non-linear analysis
    • Yang Y.B., McGuire W. Joint rotations and geometric non-linear analysis. J. Struct. Eng., ASCE. 112(ST4):1986;879-905.
    • (1986) J. Struct. Eng., ASCE , vol.112 , Issue.ST4 , pp. 879-905
    • Yang, Y.B.1    McGuire, W.2
  • 7
    • 0028372533 scopus 로고
    • Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges
    • Boonyapinyo V., Yamada H., Miyata T. Wind-induced nonlinear lateral-torsional buckling of cable-stayed bridges. J. Struct. Eng., ASCE. 120(2):1994;486-506.
    • (1994) J. Struct. Eng., ASCE , vol.120 , Issue.2 , pp. 486-506
    • Boonyapinyo, V.1    Yamada, H.2    Miyata, T.3
  • 8
    • 0026202634 scopus 로고
    • Modeling of a cable-stayed bridge for dynamic analysis
    • Wilson J.C., Gravelle W. Modeling of a cable-stayed bridge for dynamic analysis. Earthquake Eng. Struct. Dyn. 20:1991;707-721.
    • (1991) Earthquake Eng. Struct. Dyn. , vol.20 , pp. 707-721
    • Wilson, J.C.1    Gravelle, W.2
  • 10
    • 0041041527 scopus 로고
    • Shanghai, People's Republic of China: Department of Bridge Engineering, Tongji University
    • Shanghai Nanpu Bridge vibration measurement report. Shanghai, People's Republic of China: Department of Bridge Engineering, Tongji University, 1992.
    • (1992) Shanghai Nanpu Bridge Vibration Measurement Report


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.