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A Comparison of Different Solution Algorithms for the Numerical Analysis of Vehicle–bridge Interaction

Author(s):



Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 2, v. 14
Page(s): 1350065
DOI: 10.1142/s021945541350065x
Abstract:

The interaction between a bridge and a train moving on the bridge is a coupled dynamic problem. The equations of motion of the bridge and the vehicle are coupled by the time dependent contact forces. At each time step, the motion of the bridge influences the forces transferred to the vehicle and this, in turn, changes the forces acting on the bridge. In this paper, a comparison of three different time domain solution algorithms for the coupled equation of motion of the train–bridge system is presented. Guidelines are given for a good choice of the time step.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s021945541350065x.
  • About this
    data sheet
  • Reference-ID
    10352764
  • Published on:
    14/08/2019
  • Last updated on:
    14/08/2019
 
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