基于车辆悬臂放大响应的桥梁频率识别数值分析
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Numerical Analysis of Bridge Frequency Identification Based on Vehicle Cantilever Amplification Response
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    摘要:

    桥梁频率是反映桥梁结构特性的重要参数,利用一辆安装加速度传感器的车辆驶过桥梁对桥梁的频率进行识别,避免了在桥梁上直接安装传感器而存在的效率低、操作复杂、成本高等缺陷.通过在过桥车辆上安装一个质量较小、带有刚性悬臂的“单轴悬臂放大器”并结合快速傅里叶变换(FFT)能明显提高桥梁频率的可见性.此外,讨论了不同参数对桥梁频率识别的影响.结果表明:桥梁频率的分辨率会随着车速的增加而降低;悬臂长度的增加对桥梁频率的识别有利;车辆阻尼对桥梁频率识别的影响是微小的;桥面粗糙度对桥梁频率的识别不利,引入多车激励之后能识别出桥梁的前几阶频率;由于桥梁阻尼的耗能作用,识别出的桥梁前几阶频率对应的加速度幅值会大幅降低,此时,单轴悬臂放大器的作用效果仍然明显.

    Abstract:

    Bridge frequency is an important parameter reflecting the structural characteristics of a bridge. Using a vehicle equipped with an acceleration sensor to pass over the bridge for frequency identification avoids the inefficiencies, complexity, and high costs associated with installing sensors directly on the bridge. By installing a lightweight ‘ single-axis cantilever amplifier’ with a rigid cantilever on the crossing vehicle and combining it with Fast Fourier Transform (FFT), the visibility of bridge frequencies can be significantly improved. The effects of different parameters on bridge frequency identification are discussed. The results show that: the resolution of bridge frequency decreases as vehicle speed increases; increasing the cantilever length is beneficial for bridge frequency identification; vehicle damping has little effect on bridge frequency identification; road surface roughness is unfavorable for frequency identification, but after introducing multiple vehicle excitations, the first few bridge frequencies can be identified; due to the energy dissipation from the bridge damping, the acceleration amplitude corresponding to the first few identified bridge frequencies is significantly reduced, yet the effect of the single-axis cantilever amplifier remains obvious.

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李祖栋,项长生.基于车辆悬臂放大响应的桥梁频率识别数值分析[J].动力学与控制学报,2026,24(4):86~94; Li Zudong, Xiang Changsheng. Numerical Analysis of Bridge Frequency Identification Based on Vehicle Cantilever Amplification Response[J]. Journal of Dynamics and Control,2026,24(4):86-94.

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  • 收稿日期:2025-11-22
  • 最后修改日期:2026-01-03
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  • 在线发布日期: 2026-04-24
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