通过时间频率和希尔伯特 - 黄转换能量光谱分析对旋转桥结构对现有铁路列车负载的反应进行实验分析
Xu Liu1,2, Honggang Wu3,4, Shouquan Zhao2
1College of Resources and Environmental Engineering, Guizhou University, Guiyang, 550025, China.
Scientific reports
|April 10, 2024
概括
铁路附近的旋转桥梁由于火车的振动而产生共振. 低频 (2-5 Hz) 组件显著放大加速度反应,低速货运列车造成更大的影响.
科学领域:
- 土木工程 土木工程是指土木工程.
- 结构动力学 结构动力学
- 交通基础设施 交通基础设施
背景情况:
- 越来越多的基础设施项目导致越来越多的交叉交通线路.
- 在跨越现有铁路的项目中,经常使用旋转桥.
研究的目的:
- 在相邻列车负载下的旋转桥梁中研究空间响应和振动传输.
- 在现有线路上分析桥梁对各种列车类型和速度的反应.
主要方法:
- 进行了实地实验和数值分析.
- 使用时间域频谱和希尔伯特-黄变换 (HHT) 能量频谱进行信号处理.
- 使用MATLAB 2018a.a.进行分析的测试数据.
主要成果:
- 由于相邻的火车流量,在旋转的桥梁梁中观察到显著的共振.
- 确定低频 (2-5 Hz) 作为加速放大的主要贡献者 (f1),10-13 Hz (f3) 具有次要作用.
- 振动波的频率分布显著影响梁加速;波频率趋势显示在传输路径上的下降-上升-下降模式.
结论:
- 低速货运列车会在相邻的旋转桥上产生强烈的振动.
- 这些发现对于理解和减轻在活跃铁路线附近旋转桥梁的动态反应至关重要.
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