Coupling vehicle bridge vibration system were treated as two subsystems, one for the bridge and the other for the vehicle, the geometric and mechanical coupling relations between vehicle and bridge were introduced, the Newmark method described in incremental dynamic equilibrium iteration equation was used to work out nonlinear three-dimensional coupling vibration program, whose reliability was proved using sprung mass moving over a beam. In the vehicle-bridge analysis for response and impact factor at main girder midspan of Hangzhou Bay Bridge, the effects of vehicle number, vehicle distance, vehicle lane, two-way direction, road surface roughness and vehicle speed were discussed. The results show that impact factor at main girder midspan become large with the road condition becoming worse while the impact factors do not have inevitable relationship with vehicle number, vehicle distance, two-way direction and vehicle speed.


    Access

    Check access

    Check availability in my library

    Order at Subito €


    Export, share and cite



    Title :

    Parametric Analysis of Three-dimensional Coupling Vibration for Hangzhou Bay Bridge


    Contributors:
    Han, Wanshui (author) / Chen, Airong (author)


    Publication date :

    2008-11-14


    Size :

    62008-01-01 pages




    Type of media :

    Article (Journal)


    Type of material :

    Electronic Resource


    Language :

    English



    Flutter Derivatives Identification of Aeroelastic Model of Hangzhou Bay Bridge

    Xu, F.Y. / Hu, X.L. / Chen, A.R. | British Library Conference Proceedings | 2009


    Driving Simulation Study on Operating Speed of Hangzhou Bay Bridge

    Liu, B. / Guo, Z. / Fang, M. et al. | British Library Conference Proceedings | 2010


    Non-stationary random vibration analysis of three-dimensional train-bridge systems

    Zhang,Z.C. / Lin,J.H. / Zhang,Y.H. et al. | Automotive engineering | 2010


    Non-statinary random vibration analysis of three-dimensional train-bridge systems

    Zhang, Z.C. / Lin, J.H. / Zhang, Y.H. et al. | Tema Archive | 2010


    Non-stationary random vibration analysis of three-dimensional train–bridge systems

    Zhang, Z. C. / Lin, J. H. / Zhang, Y. H. et al. | Taylor & Francis Verlag | 2010