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列车编组对桥梁振动和乘坐舒适性的影响
引用本文:肖艳平,沈火明.列车编组对桥梁振动和乘坐舒适性的影响[J].石家庄铁道学院学报,2005,18(4):30-34.
作者姓名:肖艳平  沈火明
作者单位:西南交通大学应用力学与工程系,四川成都610031
基金项目:西南交通大学基础科学研究项目(2001B13)
摘    要:利用三角级数法模拟了轨道的不平顺,采用列车编组和桥梁组合的模型,建立了车桥耦合振动方程。对不同列车编组作用下桥梁的竖向振动和车体加速度进行了研究,结果发现列车编组对桥梁的振动和乘坐舒适性影响很大。通过改善列车编组的方法可以提高车桥耦合振动中车辆的动态性能。

关 键 词:桥梁振动  轨道不平顺  列车编组  乘坐舒适性
文章编号:1006-3226(2005)04-0030-05
收稿时间:2004-12-30
修稿时间:2004年12月30

Effect of Train Formation on Bridge Vibration and Riding Comfort
Xiao Yanping, Shen Huoming.Effect of Train Formation on Bridge Vibration and Riding Comfort[J].Journal of Shijiazhuang Railway Institute,2005,18(4):30-34.
Authors:Xiao Yanping  Shen Huoming
Institution:Dept. of Applied Mechanics and Engineering, Southwest Jiaotong University, Chengdu 610031, China
Abstract:By simulating the track irregularities with trigonometric series method, the train -bridge coupling vibration equations are established based on the combined modal of train formation and the bridge. Then the vertical vibration of the bridge and the car - body acceleration are studied under different train formations. The results show that the train formation has great effect on bridge vibration and riding comfort. The dynamic performance of the train can be improved by reforming the train formation.
Keywords:vibration of bridges  track irregularity  train formation  riding comfort
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