研究不同结构形式的高速火车站的火车引起的振动
Xiangrong Guo1, Jianghao Liu1, Ruibo Cui1
1School of Civil Engineering, Central South University, Changsha 410083, China.
Materials (Basel, Switzerland)
|September 14, 2024
概括
这项研究比较了综合和组合的高架火车站,发现组合站在高速时的动态性能更好. 优化结构尺寸是实现更安全,更有效的城市铁路运输的关键.
科学领域:
- 结构工程 结构工程
- 运输工程 运输工程
- 振动分析 振动分析
背景情况:
- 高架站对于城市铁路运输至关重要,但目前的设计忽视了动态反应.
- 这种监督可以降低运营效率,并造成安全风险.
研究的目的:
- 建立和验证车辆-桥梁-站空间合振动模型.
- 分析和比较综合和联合高架站设计的动态反应.
主要方法:
- 使用GSAP V1.0.0. 开发了一个空间合振动模拟模型.
- 验证了模型与现场数据的准确性.
- 根据列车参数和车站类型分析动态响应.
主要成果:
- 与集成站相比,组合站在高速时表现出优越的动态性能.
- 集成站在轨轴承层具有较低的垂直加速,但在高速时在平台/大厅层具有更高的垂直加速.
- 在集成站中调整地板板厚度和轨道梁高度可以有效地减少动态响应.
结论:
- 组合的高架站在复杂的高速场景中提供更好的动态性能.
- 结构尺寸的优化对于减轻高架站的动态反应至关重要.
- 进一步的研究应该考虑不同站设计的维护和选择标准.
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