Research into the Parameter Influence on Coupled Vibration Analysis of High Speed Train and Bridge

Abstract:

To investigate the characteristic of coupled vibration of high speed train and bridge, the effect of the railway track irregularity, different train speeds were investigated based on analyzing the coupled vibration of the JR300 high speed train-bridge system The results show that the vertical acceleration of train will be influenced much when the railway track irregularity is considered. The study suggests that the dynamic response of the train and bridge decreases with an increase in the train speed, when the train speed is at a certain zone, and the dynamic response increase rapidly with the increased train speed when the train speed is out of this zone.

• Periodical: Applied Mechanics and Materials (Volumes 90-93)
• Pages: 884-889
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.90-93.884
• Online since: September 2011
• Authors: Chang Jian Tan, Wen Hong Ji
• Keywords: Coupled Vibration, High Speed Train (HST), Railway Track Irregularity

References

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