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天兴洲长江大桥列车走行性分析
引用本文:姜天华,霍凯成.天兴洲长江大桥列车走行性分析[J].武汉理工大学学报(交通科学与工程版),2009,33(3):442-445.
作者姓名:姜天华  霍凯成
作者单位: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;武汉科技大学城市建设学院,武汉,430070
2. 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
基金项目:国家自然科学基金重大国际合作研究项目,湖北省教育厅科学研究基金 
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,建屯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.

关 键 词:车桥耦合振动  走行安全性  乘坐舒适性

Train Runability Analysis of Tianxingzhou Yangtze-River Bridge
Jiang Tianhua,Huo Kaicheng.Train Runability Analysis of Tianxingzhou Yangtze-River Bridge[J].journal of wuhan university of technology(transportation science&engineering),2009,33(3):442-445.
Authors:Jiang Tianhua  Huo Kaicheng
Institution:Hubei Key Lab of Roadway Bridge and Structure Engineering;Wuhan University of Technology;Wuhan 430070;School of Urban Construction;Wuhan University of Science and Technology;Wuhan 430070
Abstract:Regarding the vehicle and the bridge as a combined vibration system and using research methods 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 train...
Keywords:vehicle/bridge coupling vibration  running safety  riding comfort  
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