摘要
采用有限元软件对蜂窝中梁方钢管混凝土框架—钢板墙结构中钢板墙与边缘框架之间的相互作用进行研究。结果表明:由于钢板墙对边缘框架的作用,边缘框架的初始刚度和承载力较纯框架高,但屈服位移较纯框架小。
The nonlinear numerical analysis is conducted using the finite element software ABAQUS 6. 10. The interaction effect is studied between the concrete-filled square steel tubular frame and the steel plate shear wall. The results show that because of wall-frame interaction effect,the boundary frame has higher lateral bearing capacity,higher initial stiffness and better energy dissipation capacity compared with the bare steel frame,but the yield displacement decreases.
作者
吴振齐
Wu Zhenqi(Lishui Zhengyang Electric Power Construction Co. , Ltd, Lishui 323000, Chin)
出处
《山西建筑》
2018年第13期61-63,共3页
Shanxi Architecture
关键词
蜂窝梁
方钢管混凝土框架
钢板墙
数值分析
cellular beam
concrete-filled square steel tubular frame
steel plate shear walls
numerical analysis