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自锚式悬索桥车桥振动分析
引用本文:徐君伟,李传习. 自锚式悬索桥车桥振动分析[J]. 水运科技信息, 2010, 0(3): 17-19,22
作者姓名:徐君伟  李传习
作者单位:[1]中铁大桥勘测设计院有限公司,武汉430056 [2]长沙理工大学,长沙410076
摘    要:提出了基于ANSYS正则振型的汽车、自锚式悬索桥空间振动的有限单元模型,以佛山平胜大桥车桥系统振动为研究对象,运用自编程序计算了不同车辆数目、车辆间距、不同路况以及不同车速时车流通过桥梁时车桥动力响应及冲击系数,所得结果可供自锚式悬索桥设计参考。

关 键 词:车桥振动  正则振型  自锚式悬索桥  ANSYS

Vibration Analysis of Vehicle-bridge System for Self-anchored Suspension Bridge
Xu Junwei,Li Chuanxi. Vibration Analysis of Vehicle-bridge System for Self-anchored Suspension Bridge[J]. Transportation Science & Technology, 2010, 0(3): 17-19,22
Authors:Xu Junwei  Li Chuanxi
Affiliation:1.China Zhongtie Major Bridge Reconnaissance&Design Institute Co.,Ltd.,Wuhan 430050,China;2.Changsha University of Science & Technology,Changsha 410004,China)
Abstract:In this paper,a finite element analysis model for space vibration of the vehicle and the self-anchored suspension bridge is presented on the basis of normal modes by ANSYS.By taking three-dimensional coupling vibration of vehicle-bridge system in the Pingsheng Bridge as the research object,the vehicle-bridge space vibration response and impact factor are calculated by using self-developed program when the vehicles run through the bridge at different number of vehicles,vehicle spacing,road condition and vehicle speed.The results provide a reference for design of self-anchored suspension bridge.
Keywords:vehicle-bridge vibration  normal modes  self-anchored suspension bridge  ANSYS
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