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Volumn 6, Issue 6, 2001, Pages 506-513

Dynamic analysis of steel curved box girder bridges

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EID: 0039563667     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2001)6:6(506)     Document Type: Article
Times cited : (53)

References (18)
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  • 7
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    • Vibration of horizontally curved box girder bridges due to vehicles
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    • Huang, D.Z.1    Wang, T.L.2    Shahaway, M.3
  • 8
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  • 9
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    • ASCE
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    • (1995) J. Struct. Engrg. , vol.121 , Issue.9 , pp. 1330-1337
    • Huang, D.Z.1    Wang, T.L.2    Shahaway, M.3
  • 10
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    • Simulation of dynamic load for bridges
    • ASCE
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    • (1991) J. Struct. Engrg. , vol.117 , Issue.5 , pp. 1413-1434
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  • 13
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    • Analysis of curved folded plate structures
    • ASCE
    • Meyer, C., and Scordelis, A. C. (1971). "Analysis of curved folded plate structures." J. Struct. Div., ASCE, 97(10), 2459-2580.
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  • 14
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  • 16
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    • ASCE
    • Schelling, D. R., Galdos, N. H., and Shahin, M. A. (1992). "Evaluation of impact factors for horizontally curved steel box girder bridges." J. Struct. Engrg., ASCE, 118(11), 3203-3221.
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  • 18
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.