[1]郭乐工,郭乐宁..框架-剪力墙结构的侧向刚度分析[J].郑州大学学报(工学版),2010,31(01):22.[doi:10.3969/j.issn.1671-6833.2010.01.005]
　Guo Legong,Guo Lening.Lateral stiffness analysis of frame-shear wall structures[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):22.[doi:10.3969/j.issn.1671-6833.2010.01.005]

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框架-剪力墙结构的侧向刚度分析()

分享到：

《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:

31卷

期数:

2010年01期

页码:

22

栏目:

出版日期:

2010-01-30

文章信息/Info

Title:

Lateral stiffness analysis of frame-shear wall structures

作者:

郭乐工; 郭乐宁.

天津大学建筑工程学院,天津,300072;郑州大学土木工程学院,郑州,450001

Author(s):

Guo Legong; Guo Lening

DOI:

10.3969/j.issn.1671-6833.2010.01.005

文献标志码:

A

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:

The distribution of force characteristics and horizontal loads of frame-shear wall structures is different from that of frame structures and shear wall structures, and the reasonable distribution of lateral horizontal loads borne by the frame and shear wall requires lateral stiffness analysis of the frame-shear wall structure. Based on the flexibility of the lateral shift of the structure between the frame-shear wall, the lateral stiffness analysis of the frame-shear wall structure is carried out, and a new calculation method based on the discretization distribution mode of the internal force of the chain rod is reasonably allocated to the horizontal load of the frame and the shear wall in the frame-shear wall structure, which has a clear physical concept, simple calculation and more practical application, and can be applied to the structure of flat frame-shear wall.

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