文献类型： 外文期刊

作者： Zhang, Guoxue ¹ ; Zhang, Zhihao ² ; Wang, Changwei ³ ;

作者机构： 1.Foshan Univ, Foshan 528000, Peoples R China

2.Guangdong Acad Agr Sci, Guangzhou 510640, Guangdong, Peoples R China

3.Guangdong Univ Technol, Guangzhou 510006, Guangdong, Peoples R China

关键词： Stainless Steel;Seismic Behavior;Pseudo-Static Test;Hysteresis Curve;Ductility

期刊名称：ADVANCED SCIENCE LETTERS （ 影响因子：1.253； 五年影响因子：1.253 ）

ISSN： 1936-6612

年卷期： 2011 年 4 卷 8-10 期

页码：

收录情况： SCI

摘要： In order to investigate the seismic behavior of stainless steel reinforced concrete columns, the specimens including one column with ribbed ordinary steel rebar and three columns with ribbed stainless steel rebar are carried out in a series of pseudo-static cyclic tests, and the influence of axial compression ratio, types of steel bars and the stirrup ratio are considered. The tests results indicate that the damage of the specimens exhibit ductile failure characteristics, and the columns with stainless steel rebar appear good ductility for a lesser extent damage. The increase of stirrup ratio is beneficial to seismic behavior of the columns with stainless steel bars. With the increase in axial compression ratio, the yielding and ultimate displacements reduced, the damage becomes more serious.