通过模拟土壤层的通用离散元素模型,在扭力负荷下对圆柱形基础进行动态分析
Shi-Shuenn Chen1, Chi-Jou Kao2, Jun-Yang Shi3
1Department of Civil and Construction Engineering, National Taiwan University of Science and Technology, Taipei, 106, Taiwan. sschen@mail.ntust.edu.tw.
Scientific reports
|November 6, 2023
概括
一个新的通用模型准确地模拟了基础中的扭动振动,考虑了土壤结构相互作用. 这种简化方法改善了对不规则结构的动态土壤基础相互作用的分析.
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
- 土壤力学 土壤力学
背景情况:
- 扭动振动对于不规则结构的动态反应至关重要.
- 土壤结构相互作用显著影响着在振动下的结构行为.
- 准确地建模土壤基础相互作用对于可靠的结构分析至关重要.
研究的目的:
- 开发一种系统的方法来识别扭振动分析的最佳简化模型.
- 提出一种通用模型来模拟形基础在扭动振动下,考虑土壤-基础相互作用.
- 为工程应用中估计基础响应提供实用工具.
主要方法:
- 采用系统的模型选择过程来确定最佳的简化模型.
- 开发了一个通用模型来模拟土壤层上或嵌入土壤层中的圆柱形基础.
- 分析了土壤基础的关键参数,如嵌入深度,层深度和质量比率.
主要成果:
- 通用模型与频率放大曲线和共振响应的理论解决方案有很好的一致性.
- 响应放大因子突出了由于土壤基础相互作用而产生的鞭打效应的影响.
- 拟议的模型需要更少的参数,并且比现有模型的性能更好.
结论:
- 该通用模型为扭动振动分析提供了高效准确的土壤层模拟.
- 开发了无维参数图,克服了以前模型的局限性,并帮助快速进行工程估计.
- 这项研究为基础振动分析提供了有价值的工具,特别是用于扭转反应.
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