京沪高速南京越江钢斜拉桥车桥耦合振动分析

运用桥梁结构动力不写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我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。

Coupling Vibration Analysis for Long Span Steel Cable Stayed Bridge Crossing over Yangtze River at Nanjing on Beijing Shanghai High Speed Railway

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.