Shear Size Effect Analysis of Reinforced Concrete Column Based on Truss-Arch Model

被引：0

作者：

Xie, Yong Ping ^{[1
]}

Li, Zhen Bao ^{[1
]}

Song, Jia ^{[1
]}

Du, Xiu Li ^{[1
]}

机构：

[1] Beijing Univ Technol, Beijing Key Lab Earthquake Engn & Struct Retrofit, Beijing 100124, Peoples R China

来源：

ADVANCES IN CIVIL ENGINEERING, PTS 1-4 | 2011年 / 90-93卷

关键词：

Truss-Arch Model; Reinforced Concrete Column; Shear Force; Size Effect; STRENGTH;

D O I：

10.4028/www.scientific.net/AMM.90-93.3145

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

With the development of modern constructional technique, more attention on the size effect is paid by academics and engineers. Shear failure mechanism of reinforced concrete column is analyzed firstly, and then the advances on the size effect of reinforced concrete column is introduced, the effects of sectional size on the shear behaviors of reinforced concrete column is studied by theoretical analysis and experimental summary, and the formula of the size effect of shear resistance of reinforced concrete column is proposed.

引用

页码：3145 / 3150

页数：6

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