Research on Seismic Performance of Core Wall in Hybrid Structure

被引：0

作者：

Cai, Haiyong ^{[1
]}

Guo, Lei ^{[2
]}

Chu, Liusheng ^{[3
]}

机构：

[1] Huanghe Sci & Technol Coll, Dept Architecture, Zhengzhou 450063, Peoples R China

[2] North China Univ Water Resource & Elect Power, Zhengzhou 450011, Peoples R China

[3] Zhengzhou Univ, Sch Civil Engn, Zhengzhou 450002, Peoples R China

来源：

TRENDS IN CIVIL ENGINEERING, PTS 1-4 | 2012年 / 446-449卷

关键词：

Hybrid Structure; Core Wall; Seismic Performance; Steel Reinforced Concrete Shear Walls;

D O I：

10.4028/www.scientific.net/AMR.446-449.630

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The ductility of primary lateral resisting member, i.e. Core wall is analyzed using finite element program ADINA. The influencing factors like aspect ratio, concrete grade, axial compression ratio, reinforcement ratio,boundary confinement and reinforcement ratio of boundary element etc. are considered in the analysis. Based on the aforementioned research, some suggestions for the design of core wall in hybrid structure are proposed.

引用

页码：630 / +

页数：2