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Volumn 1, Issue 1, 2013, Pages 25-41

High-speed train–track–bridge dynamic interactions – Part II: Experimental validation and engineering application

Author keywords

Dynamic simulation; Engineering application; High speed railway; Onsite experiment; Train track bridge interaction; Validation

Indexed keywords


EID: 84979307960     PISSN: 23248378     EISSN: 23248386     Source Type: Journal    
DOI: 10.1080/23248378.2013.791497     Document Type: Article
Times cited : (177)

References (13)
  • 2
    • 0012005648 scopus 로고    scopus 로고
    • Train–bridge interaction: Validation of numerical models by experiments on high-speed railway bridge in Antoing
    • Xia H, De Roeck G, editors, Nov 6–7; Beijing: Beijing Jiaotong University
    • De Roeck G, Maeck J, Teughels A. Train–bridge interaction: validation of numerical models by experiments on high-speed railway bridge in Antoing. In: Xia H, De Roeck G, editors. Traffic induced vibration & controls. Proceedings; 2001 Nov 6–7; Beijing: Beijing Jiaotong University; 283–294.
    • (2001) Traffic Induced Vibration & Controls. Proceedings , pp. 283-294
    • De Roeck, G.1    Maeck, J.2    Teughels, A.3
  • 3
    • 0242416149 scopus 로고    scopus 로고
    • Experimental analysis of high speed railway bridge under Thalys trains
    • Xia H, Zhang N, De Roeck G. Experimental analysis of high speed railway bridge under Thalys trains. J Sound Vib. 2003;268:103–113.
    • (2003) J Sound Vib , vol.268 , pp. 103-113
    • Xia, H.1    Zhang, N.2    De Roeck, G.3
  • 4
    • 0037277055 scopus 로고    scopus 로고
    • Train/track/bridge dynamic interactions: Simulation and applications
    • Zhai WM, Cai CB. Train/track/bridge dynamic interactions: simulation and applications. Veh Syst Dyn. 2002;37(Suppl):653–665.
    • (2002) Veh Syst Dyn , vol.37 , pp. 653-665
    • Zhai, W.M.1    Cai, C.B.2
  • 5
    • 6344279965 scopus 로고    scopus 로고
    • Numerical simulation and field experiment of high-speed train–track–bridge system dynamics
    • Zhai WM, Cai CB, Wang KY. Numerical simulation and field experiment of high-speed train–track–bridge system dynamics. Veh Syst Dyn. 2004;47(Suppl):677–686.
    • (2004) Veh Syst Dyn , vol.47 , pp. 677-686
    • Zhai, W.M.1    Cai, C.B.2    Wang, K.Y.3
  • 6
    • 0742304649 scopus 로고    scopus 로고
    • Dynamic behavior of two-span continuous concrete bridges under moving high-speed train
    • Kwark JW, Choi ES, Kim YJ, Kim BS, Kim SI. Dynamic behavior of two-span continuous concrete bridges under moving high-speed train. Comp Struct. 2004;82:463–474.
    • (2004) Comp Struct , vol.82 , pp. 463-474
    • Kwark, J.W.1    Choi, E.S.2    Kim, Y.J.3    Kim, B.S.4    Kim, S.I.5
  • 7
    • 17844400568 scopus 로고    scopus 로고
    • Experimental analysis of railway bridge under high-speed trains
    • Xia H, Zhang N. Experimental analysis of railway bridge under high-speed trains. J Sound Vib. 2005;282(2):517–528.
    • (2005) J Sound Vib , vol.282 , Issue.2 , pp. 517-528
    • Xia, H.1    Zhang, N.2
  • 8
    • 57349126398 scopus 로고    scopus 로고
    • Experimental and numerical analysis of a composite bridge for high-speed trains
    • Liu K, Reynders E, De Roeck G, Lombaert G. Experimental and numerical analysis of a composite bridge for high-speed trains. J Sound Vib. 2008;320:201–220.
    • (2008) J Sound Vib , vol.320 , pp. 201-220
    • Liu, K.1    Reynders, E.2    De Roeck, G.3    Lombaert, G.4
  • 9
    • 84868137952 scopus 로고    scopus 로고
    • Integral model for train–track–bridge interaction on the Sesia viaduct: Dynamic simulation and critical assessment
    • Guo WW, Xia H, De Roeck G, Liu K. Integral model for train–track–bridge interaction on the Sesia viaduct: dynamic simulation and critical assessment. Comp Struct. 2012;112–113:205–216.
    • (2012) Comp Struct , vol.112-113 , pp. 205-216
    • Guo, W.W.1    Xia, H.2    De Roeck, G.3    Liu, K.4
  • 10
    • 77952247092 scopus 로고    scopus 로고
    • A vehicle–bridge linear interaction model and its validation
    • Zhang N, Xia H, Guo WW, De Roeck G. A vehicle–bridge linear interaction model and its validation. Int J Struct Stab Dyn. 2010;10(2):335–361.
    • (2010) Int J Struct Stab Dyn , vol.10 , Issue.2 , pp. 335-361
    • Zhang, N.1    Xia, H.2    Guo, W.W.3    De Roeck, G.4
  • 12
    • 84964244399 scopus 로고    scopus 로고
    • Application of train–bridge–interaction analysis to bridge design of high-speed railways in China
    • Jul 19–22; Hong Kong, China
    • Xia H, Zhang N, Guo WW. Application of train–bridge–interaction analysis to bridge design of high-speed railways in China. The 1st international workshop on high-speed and intercity railways; 2011 Jul 19–22; Hong Kong, China.
    • (2011) The 1St International Workshop on High-Speed and Intercity Railways
    • Xia, H.1    Zhang, N.2    Guo, W.W.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.