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Information Journal Paper

Title

DYNAMIC RESPONSES OF RAILWAY SUSPENSION BRIDGES UNDER MOVING TRAINS

Pages

  385-394

Keywords

Not Registered.

Abstract

 This paper describes a numerical simulation technique that is used to investigate a dynamic train-long suspension bridge interaction. A three-dimensional finite element model is used to represent a long suspension bridge. Each vehicle of the train is modeled by a 27-degreesof- freedom dynamic system, including two bogies with four wheel-sets. By applying a mode superposition technique to the bridge and taking the measured wheel and track irregularities as known quantities, the degrees of freedom of the bridge-train system are significantly reduced and the coupled equations of motion are efficiently solved. The proposed formulation and the associated computer program are then applied to a real long suspension bridge. The dynamic responses of the bridge and the train vehicles are computed and compared with the limited measured data and the results are satisfactory.

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    Cite

    APA: Copy

    XIA, H., XU, Y.L., CHAN, T.H.T., & ZAKERI, J.A.. (2007). DYNAMIC RESPONSES OF RAILWAY SUSPENSION BRIDGES UNDER MOVING TRAINS. SCIENTIA IRANICA, 14(5), 385-394. SID. https://sid.ir/paper/289560/en

    Vancouver: Copy

    XIA H., XU Y.L., CHAN T.H.T., ZAKERI J.A.. DYNAMIC RESPONSES OF RAILWAY SUSPENSION BRIDGES UNDER MOVING TRAINS. SCIENTIA IRANICA[Internet]. 2007;14(5):385-394. Available from: https://sid.ir/paper/289560/en

    IEEE: Copy

    H. XIA, Y.L. XU, T.H.T. CHAN, and J.A. ZAKERI, “DYNAMIC RESPONSES OF RAILWAY SUSPENSION BRIDGES UNDER MOVING TRAINS,” SCIENTIA IRANICA, vol. 14, no. 5, pp. 385–394, 2007, [Online]. Available: https://sid.ir/paper/289560/en

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