闫锋,张惠英,王稚,等.结构胶植筋混凝土柱受往复荷载作用的试验研究[J].建筑结构,2003,33(10):37-39.YAN Feng,ZHANG Hui-ying,WANG Zhi,et al.Bearing capacity of RC columns with chemical-Post-installed longitudinalrebar under cyclic load[J].Building Structure,2003,33(10):37-39.(in Chinese)
[2]
周安,陈春雷,徐涛.植筋框架节点抗震试验研究[J].工程与建设,2007,21(1):4-6ZHOU An,CHEN Chun-lei,XU Tao.Experimental research on seismic behavior of RC Structure with Post-installedchemically rebar[J].Engineering and Construction,2007,21(1):4-6.(in Chinese)
[3]
过镇海,时旭东.钢筋混凝土原理和分析[M].北京:清华大学出版社,2003:146-148.
[4]
周新刚,司伟建,李春祥.钢筋混凝土植筋锚固构件受低周反复荷载作用的恢复力特性[J].建筑结构,2002,32(8):38-40.ZHOU Xin-gang,SI Wei-jian,LI Chun-xiang.Retrofitting behavior of RC members post-embedded with epoxy cement mortalunder low-cycle loads[J].Building Structure,2002,32(8):38-40.(in Chinese)
[5]
李辉,张惠英,杨军.植筋混凝土柱延性和耗能能力的试验研究[J].建筑结构,2005,35(3):18-20.LI Hui,ZHANG Hui-ying,YANG Jun.Test on ductility and energy-absorbing capacity of RC columns with post-installedchemically longitudinal rebar[J].Building Structure,2005,35(3):18-20.(in Chinese)
[6]
COOK,RONALD A.Behavior of chemically bonded anchors[J].ASCE Structural Engineering,1993,119(9):2744-2762.