A New Method to Estimate Ductility of L-Shaped CFT Columns with Binding Bars under Axial Compression

被引：0
|
作者：
Long, Yue-Ling [1 ]
Cai, Jian [2 ]
机构：
[1] S China Univ Technol, Sch Architecture, Guangzhou 510640, Guangdong, Peoples R China
[2] S China Univ Technol, Dept Civil Engn, Guangzhou 510640, Peoples R China
来源：
ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4 | 2012年 / 594-597卷
基金：
中国博士后科学基金; 中国国家自然科学基金;
关键词：
Ductility; Concrete-filled; Binding Bar; L-shaped; STEEL BOX COLUMNS; LOAD BEHAVIOR; STRENGTH; TESTS;
D O I：
10.4028/www.scientific.net/AMR.594-597.828
中图分类号：
X [环境科学、安全科学];
学科分类号：
08 ; 0830 ;
摘要：
Ductility of six L-shaped concrete-filled steel columns with binding bars and one without binding bars were discussed based on the experimental study. A new method based on material properties instead of experimental data was proposed to estimate the ductility of six L-shaped concrete-filled steel columns with binding bars and one without binding bars. Comparison between ductility coefficients based on experimental data and the calculated values by the proposed method shows good agreement.
引用
收藏
页码：828 / +
页数：2
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