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轨道不平顺速度项对车桥动力响应的影响分析
引用本文:吴定俊,李奇,高丕勤.轨道不平顺速度项对车桥动力响应的影响分析[J].同济大学学报(自然科学版),2006,34(4):494-498,513.
作者姓名:吴定俊  李奇  高丕勤
作者单位:同济大学,桥梁工程系,上海,200092
基金项目:铁道部科技司铁路桥梁检定规范研究与编制资助项目
摘    要:轨道不平顺的速度项对车桥动力响应的影响,在以往车桥耦合振动分析中往往被忽略.首先阐述轨道不平顺速度项的概念和求解方法,然后对是否考虑轨道不平顺速度项所产生车桥振动响应的结果进行了分析比较.结果表明,两种计算差别比较显著,考虑轨道不平顺速度项的分析结果与实测数据更为接近.

关 键 词:轨道不平顺  车桥耦合振动  提速
文章编号:0253-374X(2006)04-0494-05
收稿时间:2004-11-01
修稿时间:2004-11-01

Dynamic Response of Vehicle-Bridge System Due to Track Irregularity Coupling with Velocity of the Vehicle
WU Dingjun,LI Qi,GAO Piqin.Dynamic Response of Vehicle-Bridge System Due to Track Irregularity Coupling with Velocity of the Vehicle[J].Journal of Tongji University(Natural Science),2006,34(4):494-498,513.
Authors:WU Dingjun  LI Qi  GAO Piqin
Institution:Department of Bridge Engineering, Tongji University, Shanghai 200092, China
Abstract:Track irregularity coupling with velocity of the vehicle(TICVV) influences the dynamic response of vehicle-bridge,which,however,was often ignored in previous studies.In this paper,the concept and the solution procedure of the TICVV are expatiated.Comparison shows that when the factor of TICVV is involved into consideration or not,the responses of vehicle-bridge coupling vibration are quite different.When TICVV is taken into consideration,the calculation results are closer to those from field test.
Keywords:track irregularity  vehicle-bridge coupling vibration  speed-raising
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