在垂直负载下单个堆的水平动态响应的分析 - - 雷利波的联合作用
Sitong Zhao1,2, Xiaohui Zhang3, Hui Yan4
1Gansu Changlong Highway Maintenance Technology Institute Co., Ltd., Lanzhou, Gansu, China.
PloS one
|December 5, 2025
概括
垂直动态负荷增加了受到雷利波影响的堆基础的水平移位. 这项研究模拟了这种效应,提供了关于在联合垂直和波负荷下单横向响应的见解.
科学领域:
- 地质技术工程 地质技术工程
- 结构动力学 结构动力学
- 土壤结构相互作用 相互作用
背景情况:
- 堆基础经常经历联合垂直和地震 (雷利波) 负荷.
- 垂直动态负载可以诱导二次效应,放大水平移位.
- 了解这些相互作用对于设计稳定的基础至关重要.
研究的目的:
- 开发一个计算模型,用于在雷利波下具有垂直负载的单极管的横向响应.
- 分析垂直负载对单轴动态行为的影响.
- 为了提供一种经过验证的解决方案,用于在联合负载下测试土壤抵抗.
主要方法:
- 相当于顶的刚性块和头的柔性约束.
- 操作者分解理论和用于土壤反应的可变分离方法.
- 蒂莫申科束理论用于建立堆的动态微分方程.
主要成果:
- 根据雷利波和垂直负载的组合,得出了对土壤阻力的封闭式解决方案.
- 该模型成功地预测了由于垂直负载而导致水平位移的增加.
- 数字示例展示了垂直负载,频率和土壤属性的影响.
结论:
- 垂直负载在雷利波传播下显著影响单管的横向响应.
- 拟议的计算模型为分析这些场景提供了可靠的工具.
- 这些发现对于在地震地区的基的设计和安全评估有价值.
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