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Analysis on Vehicle-bridge Coupled Vibration of a Rigid-frame Arch Bridge Based on Measured Road Roughness

机译:基于测量路径粗糙度的刚架拱桥车辆桥梁耦合振动分析

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摘要

Firstly, synchronous field measurements were carried out for the road roughness of the left and right wheels to obtain the roughness profile using a high speed laser roadway testing vehicle. Secondly, programming idea of multi-girder vehicle-bridge coupled vibration analysis module was presented briefly. Finally, a three-axle heavy truck crossing a rigid-frame arch bridge was taken as an example, detailed comparing and analyzing was carried out for the influence on the dynamic responses and spectrum characteristics of the vehicle-bridge system from three excitation cases which include using measured road roughness corresponding respectively to left and right wheels, using measured road roughness of left wheels and right wheels simultaneously. The analysis shows that when the differences in road roughness between left and right wheels are significant, the responses computed with inconsistent excitation is smaller than that with both of the latter two excitation cases, and there are some differences between the vertical contact forces of wheels and the spectrum characteristics of the vehicle-bridge system.
机译:首先,对左轮和右轮的道路粗糙度进行同步场测量,以使用高速激光巷道测试车辆获得粗糙度曲线。其次,简要介绍了多梁车桥耦合振动分析模块的编程概念。最后,采用了一个三轴重型卡车,作为一个示例,进行了详细的比较和分析,对包括三种激励案件的车辆桥系统的动态响应和光谱特性进行了详细的比较和分析使用分别对应于左右轮的测量的道路粗糙度,同时使用左轮和右轮的测量的道路粗糙度。分析表明,当左右车轮之间的道路粗糙度的差异很大时,用不一致的激励计算的响应小于后两种激励案例的响应,并且在车轮的垂直接触力之间存在一些差异车桥系统的光谱特性。

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