[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.
　GUO Legong,GUO Lening.Lateral Stiffness Analysis on Frame—-Shear Wall Structures[J].Journal of Zhengzhou University (Engineering Science),2010,31(01):22.
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框架-剪力墙结构的侧向刚度分析()
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《郑州大学学报(工学版)》[ISSN:1671-6833/CN:41-1339/T]

卷:
31
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 on 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
1.．College of Construction Engineering，Tianjin University。Tianjin 300072，China；2．School of Civil Engineering，ZhengzhouUniversity，Zhengzhou 45000 1，China；3．College of Construction Engineering，Shanghai Normal University，Shanghai 200234．China
Keywords:
frame-shear wall structure; lateral flexibility of structure; stiffness analysis
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:
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··shearwails structures．And a new calculating method distributing transverse horizontal loads between frames andshear walls respectively in frame-shear wall structures are suggested．The physical concept of those formulas isclear，and the results of calculation comparatively match the real working situation of frame—shear wall 8truc—tures under horizontal loads.
更新日期/Last Update: 1900-01-01