摘要
钢框架双钢板内填混凝土组合剪力墙是一种新型的双重抗侧力结构体系。应用ABAQUS有限元软件,对试件进行有限元模拟,分析试件的滞回曲线、骨架曲线、刚度退化曲线来研究钢框架-双钢板内填混凝土组合剪力墙的受力性能;简单概述了钢框架双钢板内填混凝土组合剪力墙的影响因素。结果表明:试件的耗能能力较强,承载力高,抗震性能较好。
Steel frame with bi-steel-plate composite shear wall infilled concrete is a new-type double resistance to lateral force structure system. In order to get mechanical performance of steel frame with bi-steel-plate composite shear wall infilled concrete, specimen was simulated to analyze hysteretic curves, skeleton curves, stiffness degradation curve, bearing capacity degradation curve by the finite element analysis software ABAQUS. The factors affecting steel frame with bi-steel-plate composite shear wall infilled concrete was summarized. The results showed that the specimen had strong energy dissipation ability, high bearing capacity and good seismic performance.
出处
《四川建筑科学研究》
北大核心
2015年第3期14-17,27,共5页
Sichuan Building Science
基金
江苏省普通高校研究生科研创新计划项目(CXLX12_0870)
苏州科技学院科研基金(XKZ201206)
关键词
双钢板组合剪力墙
受剪承载力
抗震性能
骨架曲线
bi-steel-plate composite shear wall
shear capacity
seismic behavior
skeleton curve
