Performance-based seismic design method of steel frame-concrete lateral resistance wall fabricated structures

被引：0

作者：

Wu H. ^{[1
]}

Zhou T. ^{[1
]}

Chen J. ^{[1
,2
]}

Lü J. ^{[1
]}

机构：

[1] School of Civil Engineering, Chang'an University, Xi'an

[2] Shaanxi Design and Research Institute of Nonferrous Architectures Co. Ltd, Xi'an

来源：

Zhongnan Daxue Xuebao (Ziran Kexue Ban)/Journal of Central South University (Science and Technology) | 2016年 / 47卷 / 11期

基金：

中国国家自然科学基金; 中国博士后科学基金;

关键词：

Concrete lateral resistance wall; Design method; Fabricated structure; Seismic performance index; Steel frame;

D O I：

10.11817/j.issn.1672-7207.2016.11.032

中图分类号：

学科分类号：

摘要：

In order to research the performance-based seismic design method of steel frame-concrete lateral force resisting wall fabricated structures, four full scale specimens were tested under the cyclic horizontal load. Seismic performance levels and quantitative index of SPW system were analyzed; failure criteria of five performance levels was put forward, and storey drift ratio limitation for the five performance levels was suggested. The performance-based seismic design method and procedure of SPW system were proposed for SPW system, and the design process was presented through the example of 16-storey SPW system. Experimental results show that the structure is a kind of typical double lateral force resisting system. The concrete lateral force resisting wall is the first line of defense for the structural system, and the steel frame is the second line of defense. © 2016, Central South University Press. All right reserved.

引用

页码：3852 / 3860

页数：8

共 13 条

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