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  5. A COMPARISON OF DIFFERENT SOLUTION ALGORITHMS FOR THE NUMERICAL ANALYSIS OF VEHICLE–BRIDGE INTERACTION

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Article
English
2013

A COMPARISON OF DIFFERENT SOLUTION ALGORITHMS FOR THE NUMERICAL ANALYSIS OF VEHICLE–BRIDGE INTERACTION

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English
2013
International Journal of Structural Stability and Dynamics
Vol 14 (02)
DOI: 10.1142/s021945541350065x

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Guido De Roeck
Guido De Roeck

University Of Leuven

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K. Liu
Nan Zhang
H. Xia
+1 more

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.

How to cite this publication

K. Liu, Nan Zhang, H. Xia, Guido De Roeck (2013). A COMPARISON OF DIFFERENT SOLUTION ALGORITHMS FOR THE NUMERICAL ANALYSIS OF VEHICLE–BRIDGE INTERACTION. International Journal of Structural Stability and Dynamics, 14(02), pp. 1350065-1350065, DOI: 10.1142/s021945541350065x.

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Publication Details

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Article

Year

2013

Authors

4

Datasets

0

Total Files

0

Language

English

Journal

International Journal of Structural Stability and Dynamics

DOI

10.1142/s021945541350065x

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