摘要
利用有限元ANSYS软件,对在循环荷载作用下填充墙半刚性连接钢框架进行模拟计算,分析了试件的滞回曲线、应力分布等数据,总结了填充墙半刚性连接钢框架的受力特征,得出了一些有指导意义的结论。
The paper,adopting the finite element software ANSYS,undertakes the simulation calculation of the semi-rigid connections steel frame of filled walls in the cycle loads,analyzes the data,including the hysteretic curve and stress distribution,sums up the stress features of the semi-rigid connections steel frame of filled walls,and achieves some conclusions with directive significance.
出处
《山西建筑》
2011年第23期30-31,共2页
Shanxi Architecture
关键词
半刚性连接钢框架
内填充剪力墙
滞回性能
耗能性能
semi-rigid connections steel frame
internal filled shearing wall
hysteretic performance
energy dissipation
