基于FEM-FDEM的半毁坏状态下底部框架结构的二次崩研究
Defeng Xu1,2, Feifei Sun2, Huaixiang Zhao3
1Jilin Agricultural University, Changchun, 131118, China.
Scientific reports
|November 26, 2024
概括
这项研究调查了地震后半毁坏的结构的二次崩. 一个新的数值模型将柱发展确定为主要原因,并提出一个早期预警系统,以改善救援工作.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 计算力学 计算力学 计算力学
背景情况:
- 石头结构在最初的地震后容易崩.
- 在余震期间的二次崩对救援行动构成风险.
- 了解崩机制对于结构安全至关重要.
研究的目的:
- 在余震下调查半毁坏的底层框架结构 (BFMS-SR) 中二次崩的机制和特征.
- 开发和验证用于模拟主震-余震序列的数值框架.
- 建立第二次崩的预警系统,以协助救援工作.
主要方法:
- 开发一个数字建模框架,结合有限元素方法 (FEM) 和有限离散元素方法 (FDEM).
- 在主震-余震条件下模拟BFMS,以模拟从完好状态到半毁灭状态的过渡,导致崩.
- 分析结构反应特征和二次崩机制.
主要成果:
- FEM-FDEM框架准确地复制了过渡到二次崩的过程.
- 柱链的发展被确定为BFMS-SR.中控制二次崩的主要机制.
- 确定了二次崩的四个不同的阶段:稳定,反应发展,崩和后崩.
结论:
- 该研究提供了一种经过验证的数值工具,用于分析BFMS在主震-余震事件下的地震性能.
- 稳定阶段的结束被提议作为二次崩的有效预警门.
- 这些发现有助于加强地震后救援行动的安全协议.
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