Dynamic Analysis ofTrack Wave Propagation Supported
on Continuous Elastic Foundations

WANG Ping; LIUXue-yi; LI Cheng-hui

Volume 14 Issue 1

Feb. 2001

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Article Contents

Abstract

References

Journal of Southwest Jiaotong University > 2001 > 14(1): 17-22.

FAN Xuanhua, CHEN Pu, MU Wenpin. Two Precise Time-Integration Methods for Structural Dynamic Analysis[J]. Journal of Southwest Jiaotong University, 2012, 25(1): 109-114. doi: 10.3969/j.issn.0258-2724.2012.021.01.018

Citation:

WANG Ping, LIUXue-yi, LI Cheng-hui. Dynamic Analysis ofTrack Wave Propagation Supported on Continuous Elastic Foundations[J]. Journal of Southwest Jiaotong University, 2001, 14(1): 17-22.

Citation:

WANG Ping, LIUXue-yi, LI Cheng-hui. Dynamic Analysis ofTrack Wave Propagation Supported on Continuous Elastic Foundations[J]. Journal of Southwest Jiaotong University, 2001, 14(1): 17-22.

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Dynamic Analysis ofTrack Wave Propagation Supported on Continuous Elastic Foundations

Publish Date: 25 Feb 2001

Abstract

Abstract

A dynamic analysis model is proposed for the train/track system supported on continuous elastic foundations. The track wave propagation problem under a high-speed train is studied. The influences of some parameters, such as rail surface irregularitywavelength, trackmass, track rigidity and track viscosity, on the critical speed and the track wave propagation are analyzed.
- trackways,
- critical velocity,
- displacementwave