节点文献
框架-剪力墙结构的侧向刚度分析
Lateral Stiffness Analysis on Frame-Shear Wall Structures
【摘要】 框架-剪力墙结构受力特征与水平荷载的分配不同于框架结构和剪力墙结构,框架与剪力墙各自承受的横向水平荷载合理分配要求必须对框架-剪力墙结构进行侧向刚度分析.本文基于框架-剪力墙之间结构侧移柔度,进行了框架-剪力墙结构侧向刚度分析,对于框架-剪力墙结构中框架与剪力墙各自承受水平荷载合理分配给出一种基于链杆内力离散化分布模式新的计算方法,其物理概念明确,计算简便,更较符合实际,可应用于平面框架-剪力墙结构情况.
【Abstract】 In the paper,the lateral stiffness analysis on frame-shear wall structures is made on the basis of dispersed inner force distribution of links between frame-shear wall structures and the flexibility of frame-shear walls structures.And a new calculating method distributing transverse horizontal loads between frames and shear walls respectively in frame-shear wall structures are suggested.The physical concept of those formulas is clear,and the results of calculation comparatively match the real working situation of frame-shear wall structures under horizontal loads.
【Key words】 frame-shear wall structure; lateral flexibility of structure; stiffness analysis;
- 【文献出处】 郑州大学学报(工学版) ,Journal of Zhengzhou University(Engineering Science) , 编辑部邮箱 ,2010年01期
- 【分类号】TU398.2
- 【被引频次】2
- 【下载频次】299