Non-linear Finite Element Analysis of EPS Module Shear Wall

被引：0
|
作者：
Zhang, Min [1 ]
Jin, Yingyu [1 ]
Dou, Lijun [2 ]
机构：
[1] Jilin Univ, Construct Engn Inst, Changchun 130026, Jilin, Peoples R China
[2] Changchun Inst Technol, Key Res Lab Civil Engn Earthquake Resistance & Di, Changchun 130012, Jilin, Peoples R China
来源：
PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5 | 2012年 / 204-208卷
关键词：
EPS Thermal Insulation Composite Wall; shear wall; finite element analysis; ANSYS; energy conservation;
D O I：
10.4028/www.scientific.net/AMM.204-208.4533
中图分类号：
T [工业技术];
学科分类号：
08 ;
摘要：
EPS module is connected like roy brick to form a hollow wall, then grouting the without vibrate concrete to form the thermal-insulating shear wall: Based on the experiment data, analyzed the aseismatic behavior of EPS module shear wall under horizontal cyclic loads by ANSYS software. Compared EPS module shear wall with the traditional shear wall on crack status, stress and strain distribution, rigidity, and attenuation coefficients of rigidity. Compared the experiment data with the finite element analysis result by ANSYS, discussed the method of analyzing this new plate material by finite element analysis, which can be basis for experiment and analysis on this material.
引用
收藏
页码：4533 / +
页数：2
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