车辆与桥梁交互系统的时间频率特征,用于使用多同步挤压变换器检测结构损坏
Mingzhe Gao1, Xinqun Zhu1, Jianchun Li1
1School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW 2007, Australia.
Sensors (Basel, Switzerland)
|July 30, 2025
概括
本研究引入了一种新的多同步挤压转换方法,用于分析车辆-桥梁相互作用,以检测桥梁中的结构损伤. 该技术准确地识别出时间变化的特征,作为桥梁健康监测的关键指标.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构健康监测 结构健康监测
- 信号处理 信号处理
背景情况:
- 桥梁的结构损坏往往局部化,并影响对移动车辆的动态反应.
- 车辆-桥梁相互作用 (VBI) 是一个复杂的非静止过程,对结构完整性敏感.
- 准确识别局部损害需要分析时间变化的桥梁响应特征.
研究的目的:
- 提出一种新的方法来提取VBI系统的时间变化的特征,用于桥梁结构健康监测.
- 调查多同步挤压变换对于损坏检测的有效性.
- 分析损坏参数,车辆速度和道路粗度对VBI系统特征的影响.
主要方法:
- 开发一种车辆与桥梁的交互模型,以模拟在移动车辆下桥梁的反应.
- 应用一种新的多同步挤压变换来分解和分析非静止的VBI信号.
- 模拟各种混凝土桥梁损坏场景,以测试该方法的稳定性.
主要成果:
- 拟议的多同步挤压转换方法有效地从VBI系统中提取时间变化的特征.
- 该方法通过分析这些提取的特征来准确识别结构损伤.
- 模拟显示了损坏严重程度,车辆速度和道路状况对VBI特征的影响.
结论:
- 新型的多同步挤压转换是桥梁结构健康监测的强大工具.
- 从VBI系统中提取的时间变化的特征可以作为结构损坏的可靠指标.
- 该方法显示了有效和准确的现实世界的桥梁损坏评估的潜力.
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