振动器
振动
表面光洁度
频率响应
参数统计
工程类
桥(图论)
结构工程
汽车工程
声学
机械工程
数学
物理
电气工程
医学
内科学
统计
作者
Yeong‐Bin Yang,Chin-Kuo Huang,Hao Xu,M. H. Wang,Z. L. Wang,Kang Shi
标识
DOI:10.1016/j.engstruct.2022.114598
摘要
The response of a test vehicle moving over bridges may be worsened by vehicle's self frequency and pavement roughness, since they both can pollute the vehicle spectrum for bridge frequency identification. This paper is aimed at tackling the above two factors using a novel software/hardware means, i.e., by using the vehicle-bridge contact response to eliminate vehicle's self frequency, and a shaker to enhance the bridge vibration while reducing the pavement roughness. Firstly, new closed-form solutions are derived of the vehicle-shaker-bridge system to form the theoretical framework for future application of the shaker. Then, the contact response is back calculated from the equilibrium condition of the damped vehicle. Further, the simple formula newly derived for the shaker's dynamic amplification factor (DAF) on the vehicle and contact responses can be easily used. Based on the parametric study for the related factors, it is concluded that: (1) the shaker facilitates the vehicle scanning of frequencies for rough bridges, including the higher modes; (2) the shaker (i.e., frequency and location) can be tuned up using the DAF formula to meet the needs of various bridges; and (3) the combined use of the contact response and shaker is effective for general application.
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