摘要
分别对钢筋混凝土框架－剪力墙结构和钢筋混凝土框架－钢剪力桁架结构进行了弹塑性静力反应分析，对两种抗侧力结构的延性进行比较，得出了钢筋混凝土框架－钢剪力桁架结构的受力性能和抗震特性。
The plastic-plastic responses of RC frame-steel truss structures were studied in this article,and responses of different models are evaluated in terms of maximum displacement, interstory drifts, and curves of total bottom shear force & structural displacement. The results show that the new structural system could provide an advance on ductility of general RC frame-shear wall structures, and provide a a good aseismic capacity.
出处
《钢结构》
2000年第4期28-30,17,共4页
Steel Construction
基金
北京市自然科学基金项目!(项目编号8962002).
