摘要
在研究钢筋混凝土植筋锚固构件粘结锚固性能的基础上 ,分析比较了植筋锚固钢筋混凝土受弯构件和钢筋混凝土整浇受弯构件受低周反复荷载作用的恢复力特性 ,探讨了植筋锚固构件的延性和耗能能力。研究结果表明 。
Based on the previous research work,the seismic retrofitting behavior of RC members constructed with post-embedding technic of epoxy cement mortar and usual RC members are experimentally analyzed.It is concluded that the ductile characteristic of RC members constructed with post-embedding technic is quite good though it is not as sound as that of usual one.
出处
《建筑结构》
CSCD
北大核心
2002年第8期38-40,共3页
Building Structure
