具有保险丝系统的钢制框架的数值分析和设计方法.
Xiaotong Peng1, Zhen Wang2,3, Chen Lin4
1School of Civil Engineering and Architecture, University of Jinan, Shizhong, 250022, Jinan, China.
Scientific reports
|April 16, 2025
概括
这项研究模拟了带有保险丝系统的钢框架结构,以提高地震性能. 优化的缩光线截面 (RBS) 几何和保险丝位置显著改善了结构响应和能量消耗.
科学领域:
- 结构工程 结构工程
- 地震工程的工程是地震工程.
- 材料科学 材料科学 材料科学
背景情况:
- 钢框架结构对于抗震能力至关重要.
- 整合能量消散系统可以提高地震期间的结构安全性.
- 保险丝系统提供了一个控制能量吸收的机制.
研究的目的:
- 研究具有集成保险丝系统的钢框架结构的抗震性能.
- 分析缩光线截面 (RBS) 几何对地震响应的影响.
- 开发用于预测结构行为的分析方法.
主要方法:
- 使用ABAQUS软件进行有限元分析来建模保险丝系统.
- 推移分析用于评估在地震负荷下结构性能.
- 虚拟工作原理用于分析计算的应用.
主要成果:
- 建议优化RBS几何 (0.65bf,0.65hb,0.2bf) 以提高地震性能.
- 在侧跨度处放置保险丝系统比中央放置更有效.
- 在RBS连接梁中使用低档钢促进了保险丝系统的早期产量.
- 与FEA相比,侧面刚度和最终负载能力的分析公式显示<10%的误差.
结论:
- 该研究提供了一个验证的模型,用于评估具有保险丝系统的钢框架结构.
- 为RBS几何学和保险丝系统布局制定了具体的设计建议.
- 分析方法为结构设计和分析提供了可靠和高效的工具.
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