Shear resistant strength analysis of construction formwork concrete shear wall

被引：0

作者：

Liang, Yongduo ^{[1
]}

Sun, Zhiguo ^{[2
]}

Jiang, Jinzheng ^{[3
]}

Chi, Gongcai ^{[1
]}

Jiang, Yue ^{[1
]}

机构：

[1] Earthquake Adm Liaoning, Shenyang 110034, Peoples R China

[2] Dalian Maritime Univ, Inst Road & Bridge Engn, Dalian 116026, Peoples R China

[3] Tieling Seismic Stat, Tieling 112001, Peoples R China

来源：

PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷

关键词：

construction formwork concrete wall; Shear resistant strength; grey-correlation analysis; regression analysis;

D O I：

10.4028/www.scientific.net/AMM.166-169.3311

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Construction formwork concrete shear wall is one of new type of structural system. In order to study the shear resistant strength of construction formwork concrete shear wall, 21 quasi-static test results were collect, influence factors which affect the shear resistant strength of construction formwork concrete shear wall through grey-correlation analysis method were analyzed. It is found that, among the influence factors, axial compressive force is the most important, secondly is the effective height of the wall, the distance among stiffening ribs in the latitudinal direction show small influence. And the expressions to estimate the shear resistant strength of construction formwork concrete shear wall were proposed by regression analysis method.

引用

页码：3311 / +

页数：2

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