孙建林. 由路面不平顺引起的车桥响应频谱分析[J]. 工程力学, 1988, 5(4): 122-133.
引用本文: 孙建林. 由路面不平顺引起的车桥响应频谱分析[J]. 工程力学, 1988, 5(4): 122-133.
Sun Jianlin. SPECTRAL ANALYSIS OF VEHICLE-BRIDGE SYSTEM DUE TO ROAD SURFACE ROUGHNESS[J]. Engineering Mechanics, 1988, 5(4): 122-133.
Citation: Sun Jianlin. SPECTRAL ANALYSIS OF VEHICLE-BRIDGE SYSTEM DUE TO ROAD SURFACE ROUGHNESS[J]. Engineering Mechanics, 1988, 5(4): 122-133.

由路面不平顺引起的车桥响应频谱分析

SPECTRAL ANALYSIS OF VEHICLE-BRIDGE SYSTEM DUE TO ROAD SURFACE ROUGHNESS

  • 摘要: 本文用频谱分析的方法研究了车桥系统由路面不平顺引起的动力响应.为定性地分析车桥系统提供了一个新的方法,文中视车桥为两个子系统,用选代法解出它们的频谱响应,避免了以往所使用的数值积分分析法。从分析车桥系统传递函数的频谱入手,研究了车桥系统的基频与车速的关系。并且分析了车桥的质量比,固有频率比,车速以及阻尼对系统动力稳定性的影响,从而导出较有利的行车速度。

     

    Abstract: A new method for the dynamic study of vehicle-bridge system has been pr-esented here. The transfer spectra of the system's interaction due to road surf -ace roughness have been studied by iterative method in frequency domain.The bridge cvnd vchicle are treated as two subsystems and their equations of motion are solved alternately to derive the approxmate response spectra.In this paper the lowest frequency of the system and its dynamic stability are investigated by spectral analysis.the advantageous vehicle speeds have been obtained As the result.

     

/

返回文章
返回