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反曲线铁路桥梁空间车桥耦合动力分析

朱勇战

重庆理工大学学报(自然科学版)2013,Vol.27Issue(6):17-22,6.
重庆理工大学学报(自然科学版)2013,Vol.27Issue(6):17-22,6.DOI:10.3969/j.issn.1674-8425(z).2013.06.004

反曲线铁路桥梁空间车桥耦合动力分析

Studies on Space Coupling Dynamic Responses of Vehicle and Anti-curve Bridge System

朱勇战1

作者信息

  • 1. 中铁第五勘察设计院集团有限公司,北京102600
  • 折叠

摘要

Abstract

With the help of ANSYS and UM analysis software,have built a complete three-dimensional model of bridge and vehicle,analysed the vehicle-bridge coupling vibration about three kinds of vehicles through the anti-curve bridge on lian-yan railway with different speed.According to computational analysis the displacement and acceleration of the bridge,acceleration、Spering index、derailment coefficient and reduction rate of vehicle,the results show that,when the CRH2 and Quasi-high speed train speed is less than 160 km/h,the C70 truck speed is less than 80 km/h,the anti-curve bridge has enough vertical and horizontal stiffness for the train running safety and the passenger riding comfort.

关键词

车桥耦合/舒适性/反曲线桥梁

Key words

vehicle-bridge vibration/ comfort quality/ anti-curve bridge

分类

交通工程

引用本文复制引用

朱勇战..反曲线铁路桥梁空间车桥耦合动力分析[J].重庆理工大学学报(自然科学版),2013,27(6):17-22,6.

基金项目

中铁建总公司科技发展计划资助项目 ()

重庆理工大学学报(自然科学版)

OACSTPCD

1674-8425

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