Experimental Studies on Seismic Performance of High Strength Reinforced Concrete Columns

被引：1
|
作者：
Yang Wen-Xing [1 ,2 ]
Shi Qing-Xuan [1 ]
Sun hui-xiang [3 ]
机构：
[1] Xian Univ Architecture & Technol, Sch Civil Engn, Xian 710055, Peoples R China
[2] Xian Univ Sci & Technol, Sch Architecture & Civil Engn, Xian 710054, Peoples R China
[3] Air Force Engn Univ, Coll Engn, Xian 710038, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
high strength hoop; high strength concrete column; seismic performance;
D O I：
10.4028/www.scientific.net/AMM.166-169.919
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This paper summarized an experimental study on seismic behavior of high strength steel reinforced high strength concrete columns under horizontal cyclic loading. Influencing factors of 14 columns included axial compression ratio, shape of hoops, shear span ratio, stirrup ratio, strength of concrete and stirrups, etc. Influence of seismic capacity and performance of columns by these factors were involved in. It indicates that high-strength stirrups could improve seismic capability of member availability.
引用
收藏
页码：919 / +
页数：2
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