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公轨两用部分斜拉桥耦合振动分析与行车舒适度评价
引用本文:耿波,袁佩,尚军年. 公轨两用部分斜拉桥耦合振动分析与行车舒适度评价[J]. 公路交通技术, 2014, 0(6): 5-10
作者姓名:耿波  袁佩  尚军年
作者单位:招商局重庆交通科研设计院有限公司,重庆,400067
基金项目:重庆市应用开发(重大)项目
摘    要:
以重庆东水门长江大桥为研究对象,建立车桥耦合动力系统,对其振动响应及行车舒适度进行研究。采用多刚体结构模拟车辆,空间杆系单元模拟桥梁,分别计算桥梁耦合轻轨车、桥梁耦合汽车、桥梁耦合轻轨车及汽车的动力响应,并对桥上轻轨车及汽车的行车舒适度作出评价。结果表明,轻轨车和汽车的行车舒适度均满足要求。

关 键 词:公轨两用  部分斜拉桥  车桥耦合  舒适度

Analysis for Coupling Vibration and Evaluation for Comfort Degree of Driving on Part of Stayed-cable Bridges for both Highway Traffic and Light-rail Traffic
GENG Bo,YUAN Pei,SHANG Junnian. Analysis for Coupling Vibration and Evaluation for Comfort Degree of Driving on Part of Stayed-cable Bridges for both Highway Traffic and Light-rail Traffic[J]. Technology of Highway and Transport, 2014, 0(6): 5-10
Authors:GENG Bo  YUAN Pei  SHANG Junnian
Affiliation:GENG Bo, YUAN Pei, SHANG Junnian
Abstract:
With Chongqing Dongshuimen Yangtze River Bridge as the object of research, this paper establishes a vehicle-bridge coupling dynamic system and studies its response to vibration and comfort degree of driving. The paper adopts multi-rigid-body structures to simulate vehicles and spatial link elements to simulate bridges, calculates dynamic responses of bridge coupling light-rail vehicles and automotives, respectively, and evaluates the comfort degree of driving of light -rail vehicles and automotives on bridges. The results show that the comfort degree of driving of both light-rail vehicles and automotives satisfies the requirements.
Keywords:use for both highway traffic and light-rail traffic  part of stayed-cable bridges  vehicle-bridge coupling  comfort degree
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