南京工业大学学报（自然科学版）2017，Vol.39Issue(3)：102-107,6.DOI:10.3969/j.issn.1671-7627.2017.03.018
SRF加固钢筋混凝土柱的抗震性能试验研究
Experimental study on seismic behaviors of concrete columns reinforced with SRF
摘要
Abstract
In order to study the reinforcement effect of high ductile polyester fiber materials,this study tested five reinforced concrete columns including four columns strengthened with high ductility polyester fiber subjected to lateral cyclic loading.The failure mode,hysteretic behavior,ultimate capacity and ductility factor were analyzed.Test results revealed that SRF reinforced concrete columns can improve the seismic performance of the columns.Meanwhile,increasingthe number of layers of the high ductile polyester fiber and the length of the reinforced hinge reinforcement bars can improve the SRF reinforcement effects.关键词
高延性聚酯纤维/钢筋混凝土柱/抗震性能/延性Key words
high ductility polyester fiber/reinforced concrete columns/seismic behavior/ductility分类
建筑与水利引用本文复制引用
王振波,朱忠阳,易杰东,乔燕,何文俊..SRF加固钢筋混凝土柱的抗震性能试验研究[J].南京工业大学学报（自然科学版）,2017,39(3):102-107,6.基金项目
江苏省高校自然科学基金(12KJB560007) （12KJB560007）
