摘要
运用桥梁结构动力学与车辆动力学的研究方法，将车桥作为联合动力体系，以京沪高速铁路南京越江方案钢斜拉桥为研究对象，进行了高速列车过桥时的车桥空间耦合振动响应分析，着重研究了列车速度变化时对桥梁的挠度、车辆舒适度及脱轨安全度的影响。车桥计算结果表明，尽管该桥在设计荷载下（０．８ＵＩＣ）的挠跨比达１／６００，但仍能满足高速列车走行时的舒适性与安全性要求。
With the methods of bridge structural dynamics and vehicle dynamics, regarding high speed trains and the long span cable stayed bridge crossing over Yangtze river at Nanjing in Beijing Shanghai high speed railway as a combined vibration system, the 3 dimensional coupling vibration responses of the train and bridge are analyzed. The influences of the train speed on bridge deflection, vehicle comfort quality and safety quality are studied. Results show that, though the ratio of deflection to span under 0.8 UIC load is 1/600, high speed trains can pass it with satisfactory safety and comfort.
出处
《西南交通大学学报》
EI
CSCD
北大核心
1999年第2期153-157,共5页
Journal of Southwest Jiaotong University
基金
铁道部科技发展计划项目
关键词
高速列车
斜拉桥
耦合共振
安全度
振动
钢桥
high speed train
cable stayed bridge
coupled resonance
safety quality
