Paper Title:
Numerical Analysis of Ground Vibration Induced by High-Speed Train on Viaduct
  Abstract

In order to study the ground vibrations induced by high-speed train passing on viaduct, two FEM sub-models, the train-bridge-pier model and the pile foundation-soil model, are established by means of the software of ANSYS. The effectiveness of the numerical models is tested and verified by comparing with other existed results. Moreover, the influences of different train speed and the damping ratio of soil on ground vibration are analyzed.

  Info
Periodical
Edited by
Honghua Tan
Pages
937-943
DOI
10.4028/www.scientific.net/AMM.66-68.937
Citation
Z. H. Li, Y. M. Cao, H. Xia, "Numerical Analysis of Ground Vibration Induced by High-Speed Train on Viaduct", Applied Mechanics and Materials, Vols. 66-68, pp. 937-943, 2011
Online since
July 2011
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