Nonlinear Analysis of Shear Performance for Joint of Steel Reinforced Concrete Beam and Angle-Steel Concrete Column

被引：1

作者：

Wang, Kun ^{[1
]}

Xu, Shiyun ^{[2
]}

Luo, Huihui ^{[3
]}

机构：

[1] Yangzhou Univerc, Coll Civil Sci & Engn, Yangzhou 225127, Peoples R China

[2] Jiangsu Inst Architectural Technol, Xuzhou 221116, Peoples R China

[3] JiangSu Oilfield Survey & Design Res Inst, Yangzhou 225009, Jiangsu, Peoples R China

来源：

ADVANCES IN CIVIL ENGINEERING II, PTS 1-4 | 2013年 / 256-259卷

关键词：

steel reinforced concrete beam; angle-steel concrete column; joint; shear performance; DYNAMIC PERFORMANCE;

D O I：

10.4028/www.scientific.net/AMM.256-259.674

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

Based on the simulated results of joint of SRC beam and RC column (steel reinforced concrete beam and reinforced concrete column) with steel anchor, an analytical research on failure models and shear performance of three types of joints is conducted, which is composed of SRC beam and RC column, of SRC beam and column (steel reinforced concrete beam and column) and of SRC beam and ASC column (steel reinforced concrete beam and angle-steel concrete column). Then the parameters analysis for joint of SRC beam and ASC column is carried out, and the design formula of shear capacity for joint of SRC beam and ASC column is given on account of a great number of calculated and statistic results.

引用

页码：674 / +

页数：2

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