回收聚合物的地震行为分析混凝土填充方形钢管框架
Xianggang Zhang1,2, Xuyan Liu2, Yuhui Fan2
1School of Intelligent Construction, Wuchang University of Technology, Wuhan 430223, China.
Materials (Basel, Switzerland)
|June 28, 2023
概括
这项研究分析了回收聚合物混凝土填充的正方形钢管框架的地震性能. 关键设计参数显著影响地震行为,而产量曲时刻比对于最佳性能至关重要.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
- 地震工程的工程是地震工程.
背景情况:
- 回收聚合物混凝土填充方形钢管框架 (S-RACFST) 在建筑中提供了一个可持续的替代方案.
- 了解它们的地震行为对于在动态负载下确保结构安全至关重要.
研究的目的:
- 在不同的设计条件下调查S-RACFST框架的地震行为.
- 确定关键设计参数对地震性能的影响和灵敏度.
主要方法:
- 为S-RACFST框架开发有限元模型.
- 轴向压缩比的系统变化,梁柱线刚度比,和曲时刻比.
- 对地震行为指数的分析,包括歇斯底里曲线,柔性,能量消耗和刚性降解.
- 用于参数灵敏度评估的灰色相关性分析.
主要成果:
- 歇斯底里曲线在参数变化中表现出完全的状形状.
- 增加轴向压缩比提高了柔性和能量消耗.
- 0.41的最佳线条刚度比最大化承载能力和能量消耗.
- 产量较高的曲矩比率显著提高了承载能力和柔性,这一参数显示出最大的影响.
结论:
- 设计参数,特别是产量曲时刻比率,对S-RACFST框架的地震行为产生了重大影响.
- 将线条刚度比率优化为0.41对能量消耗有好处.
- 在设计中应优先考虑曲时刻比,以确保强大的抗震性能.
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