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重庆轻轨袁家岗车站桥车致振动分析
引用本文:单德山,李乔,杨兴旺.重庆轻轨袁家岗车站桥车致振动分析[J].重庆交通大学学报(自然科学版),2005,24(4):27-30.
作者姓名:单德山  李乔  杨兴旺
作者单位:西南交通大学,土木工程学院桥梁及结构工程系,四川,成都,610031
基金项目:重庆市轻轨车站桥动力研究项目
摘    要:运用车站桥结构动力学及车桥耦合振动车辆动力学的研究方法,采用了车桥振动理论的荷载列方法,以重庆跨座式轻轨袁家岗车站桥为研究对象,进行了轻轨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车站桥的挠度、乘客在站台、站厅和楼梯上的舒适度分析.车桥计算结果表明,该车站桥能够满足良好的舒适性与安全性要求.

关 键 词:轻轨列车  空间分析  耦合振动
文章编号:1001-716X(2005)04-0027-04
修稿时间:2004年7月2日

Dynamic analysis of the light-rail-station viaduct of Chongqing Yuanjiagong induced by moving vehicles
SHAN De-shan,LI Qiao,YANG Xing-wang.Dynamic analysis of the light-rail-station viaduct of Chongqing Yuanjiagong induced by moving vehicles[J].Journal of Chongqing Jiaotong University,2005,24(4):27-30.
Authors:SHAN De-shan  LI Qiao  YANG Xing-wang
Abstract:In this paper, a study on dynamic analysis of light-rail-station viaduct under moving vehicles is presented. Moving vehicles are idealized as a number of moving loads. The overhead and multi-stories' light-rail-station viaduct is modeled by the three-dimensional finite element model. A fully computerized approach is used to assemble the equations of the motion of the dynamic system. Then based on these models and applying the time-integration to the dynamic system, the equations of motion are efficiently solved when light rail vehicle passes and the comfort of people who stands on the platform, station hall or the stairs is evaluated.
Keywords:light rail  vehicle-bridge coupling vibration  dynamic analysis
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