Nonlinear Analysis of l-shaped short pier shear wall with concealed bracings

被引：2

作者：

Li, Yae ^{[1
]}

Tang, Yuhong ^{[1
]}

Li, Zhihua ^{[1
]}

Hao, Zhihai ^{[1
]}

机构：

[1] Lanzhou Univ Technol, Sch Civil Engn, Lanzhou 730050, Peoples R China

来源：

ADVANCED MANUFACTURING TECHNOLOGY, PTS 1-4 | 2012年 / 472-475卷

关键词：

concealed bracings; short pier shear wall; ABAQUS; seismic behavior;

D O I：

10.4028/www.scientific.net/AMR.472-475.757

中图分类号：

T [工业技术];

学科分类号：

08 ;

摘要：

In this paper, research on l-shaped short pier shear wall model which is the relatively weak seismic system components is presented. According to the results of Finite element software ABAQUS simulation, the influence of the bearing capacity, ductility and skeleton curve behavior on the I-shaped short pier shear wall with concealed bracings is mainly studied under different axial compression ratio and different reinforcement proportion of the concealed bracings. The results indicate that the l-shaped short pier shear wall with concealed bracings has a higher carrying capacity, and the ductility has also been enhanced. And the factor that axial compression ratio, reinforcement proportion of the concealed bracings significantly affect the seismic behavior of the l-shaped short pier shear wall with concealed bracings

引用

页码：757 / 760

页数：4