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车桥耦合作用下简支板梁的动挠度
引用本文:张雪松,赵洋,肖慧杰.车桥耦合作用下简支板梁的动挠度[J].山西建筑,2009,35(13):343-344.
作者姓名:张雪松  赵洋  肖慧杰
作者单位:1. 内蒙古电力勘测设计院,内蒙古,呼和浩特,010020
2. 华北水利水电学院土木与交通学院,河南,郑州,450011
摘    要:针对简支板梁,建立了移动荷载作用下梁的振动方程和车桥耦合作用下车一梁系统的振动方程,分别解出前者的解析解和数值解,后者采用Newmark算法逐步积分求解。对两种模型下简支板梁跨中的动挠度进行比较分析,结果表明在对简支板梁进行动力分析时,考虑车桥耦合作用是必要的。

关 键 词:桥梁工程  动挠度  车桥耦合  简支板梁  移动荷载

The dynamic elasticity of simply supported plate beam under coupling effect of vehicle and bridge
ZHANG Xue-song,ZHAO Yang,XIAO Hui-jie.The dynamic elasticity of simply supported plate beam under coupling effect of vehicle and bridge[J].Shanxi Architecture,2009,35(13):343-344.
Authors:ZHANG Xue-song  ZHAO Yang  XIAO Hui-jie
Affiliation:ZHANG Xue-song ZHAO Yang XIAO Hui-jie
Abstract:Against to simply supported plate beam,the beam vibration equation under traveling load effect and vibration equation of vehicle beam system under vehicle bridge coupling effect were built,the analytic solution and arithmetic solution of the former were individually solved,while the latter solved with Newmark algorithm step-by-step integration.The dynamic elasticity of simply supported beam of two models were compared and analyzed,the result indicated that it was necessary to consider vehicle bridge couplin...
Keywords:bridge engineering  dynamic elasticity  vehicle bridge coupling  simply supported plate beam  traveling load  
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