高速铁路桥上列车脱轨研究

林玉森,信丽华,张运波

铁道工程学报 ›› 2001, Vol. 18 ›› Issue (3) : 21-23.

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PDF(161 KB)
铁道工程学报 ›› 2001, Vol. 18 ›› Issue (3) : 21-23.
路网研究

高速铁路桥上列车脱轨研究

  • 林玉森1,信丽华2,张运波1
作者信息 +

STUDY OF TRAIN DERAILING ON HIGH-SPEED RAILWAY BRIDGE

  • LIN Yu-sen1, XIN Li-hua2, ZHANG Yun-bo1
Author information +
文章历史 +

摘要

本文用桥梁结构动力学和车辆动力学的研究方法,从轮轨力、脱轨系数和轮重减载率着手,对列车过桥脱轨原因进行了研究。并以秦沈客运专线的桥梁为例进行了计算。

Abstract

Based on the study method about bridge structure dynamics and vehicle dynamics, this paper studies the reasons of train derailing on the high-speed railway bridge, such as the wheel-rail force, the derailment coefficient and the load decrement rate of wheel weight. By the example of the bridge on the Qin-Shen special passenger traffic railway line, the calculation has been put forward.

关键词

振动响应 / 脱轨系数 / 轮重减载率

Key words

vibration response / derailment coefficient / load decrement rate of wheel weight

引用本文

导出引用
林玉森, 信丽华, 张运波. 高速铁路桥上列车脱轨研究[J]. 铁道工程学报, 2001, 18(3): 21-23
LIN Yu-sen, XIN Li-hua, ZHANG Yun-bo. STUDY OF TRAIN DERAILING ON HIGH-SPEED RAILWAY BRIDGE[J]. Journal of Railway Engineering Society, 2001, 18(3): 21-23
中图分类号: U270   

参考文献

[1]王福天.车辆系统动力学[M].北京:中国铁道出版社,1991,23-54.
[2]松浦章夫.长大桥内列车走行性[J]. JREA, 1982, 25 (8):156-176.
[3]许慰平,程庆国.大跨度铁路桥梁车桥空间耦合振动研究[J].中国铁道科学,1989,10(2):12-24.

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