[1]苗丽,陈家模..剪力墙优化选型初探[J].郑州大学学报(工学版),2001,22(02):104-106.[doi:10.3969/j.issn.1671-6833.2001.02.032]
　Miao Li,Chen Jiamo.A preliminary study on the optimal selection of shear walls[J].Journal of Zhengzhou University (Engineering Science),2001,22(02):104-106.[doi:10.3969/j.issn.1671-6833.2001.02.032]

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剪力墙优化选型初探()

分享到：

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

卷:

22

期数:

2001年02期

页码:

104-106

栏目:

出版日期:

1900-01-01

文章信息/Info

Title:

A preliminary study on the optimal selection of shear walls

作者:

苗丽; 陈家模.

郑州工业大学水利与环境工程学院,, 机械部第六设计研究院,

Author(s):

Miao Li; Chen Jiamo

关键词:

刚度;  地震反应;  延性;  短肢剪力墙;  异形柱

Keywords:

stiffness;  seismic response;  ductility;  short-limbed shear walls;  Special-shaped column

DOI:

10.3969/j.issn.1671-6833.2001.02.032

文献标志码:

A

摘要:

剪力墙一般结构刚度大,整体性好,建筑上易于布置,但其自重及刚度大,引起的地震反应也较大,且结构本身的延性不好.针对这种情况,从其力学特点出发,结合实际工作中的设计要求,提出用短肢剪力墙和异形柱的结构形式可以较好地满足结构整体刚度、承载力及延性变形能力达到最佳匹配的设计要求,并能方便地应用于实际设计工作中.

Abstract:

Shear walls generally have large structural rigidity, good integrity, and easy to arrange in architecture, but their own weight and rigidity are large, and the seismic response caused by them is also large, and the ductility of the structure itself is not good. In view of this situation, starting from its mechanical characteristics and combining the design requirements in practical work, it is proposed that the structural form of short-limb shear wall and special-shaped column can better meet the design requirements of the best matching of the overall stiffness, bearing capacity and ductility deformation capacity of the structure, and can be easily applied to the actual design work.

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