摘要
基于列车脱轨能量随机分析理论,提出铁路桥梁列车脱轨控制分析方法,并对武广客运专线衡阳湘江特大桥上高速列车在设计车速下的走行安全性与舒适性进行了计算分析,其分析结果为桥梁设计提供了理论依据。
Based on the theory of energy random analysis for train derailment, a method to analyze the safety and riding comfort of train on bridges is established. The train riding safety and comfort on Hengyang Xiangjiang Bridge on Wuhan-Ouangzhou passenger special line is analyzed. The analysis results have provided reference for design of the bridge.
出处
《山西建筑》
2008年第9期323-324,共2页
Shanxi Architecture
关键词
脱轨控制
高速列车
抗脱轨安全系数
能量随机分析理论
derailment control, high speed train, safety coefficient of resistant derailment, theory of energy random analysis
