摘要
提出了钢框架-混凝土剪力墙混合结构体系的一种连续化的计算方法,该方法考虑了这种结构中钢框架部分节点柔性连接,推导了考虑节点柔性连接时,钢框架-混凝土剪力墙混合结构中钢框架部分的层抗侧刚度.
The approach, in which the flexible connection of joint of beam and column of steel frames is considered. The method is suitable for analyzing steel frames-reinforced concrete shear wall mixed structure subject to a horizontal load. The inter-story drift stiffness is derived.
出处
《力学与实践》
CSCD
北大核心
2003年第3期43-46,共4页
Mechanics in Engineering
