天兴洲长江大桥列车走行性分析  

Train Runability Analysis of Tianxingzhou Yangtze-River Bridge

作　　者：姜天华[1,2] 霍凯成[1] 

机构地区：[1]武汉理工大学道路桥梁与结构工程湖北省重点实验室,武汉430070 [2]武汉科技大学城市建设学院,武汉430070

出　　处：《武汉理工大学学报（交通科学与工程版）》2009年第3期442-445,共4页Journal of Wuhan University of Technology（Transportation Science & Engineering）

基　　金：国家自然科学基金重大国际合作项目(批准号:50038010);湖北省教育厅科学研究基金(批准号:B20051109)资助

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,建立了武汉天兴洲长江大桥主桥的车桥耦合动力分析模型.基于合理的列车走行性评价指标,对货物列车和高速客车通过该桥时的走行安全性与舒适性进行了分析,探讨了大跨度公铁两用斜拉桥用于货物列车和高速客车混行的可行性.Regarding the vehicle and the bridge as a combined vibration system and usmg research metnoas of bridge structure dynamics and vehicle dynamics, a vehicle/bridge interaction model of Wuhan Tianxingzhou Yangtze-River Bridge was established. Based on the reasonable train runability evaluations, the train running safety and passenger riding comfort with freight trains and high-speed trains across the bridge were especially studied. The applicability of long-span rail-cum-road cable-stayed bridge for freight trains and high-speed trains mixed running was investigated.

关 键 词：车桥耦合振动 走行安全性 乘坐舒适性 

分 类 号：U441.2[建筑科学—桥梁与隧道工程]