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  

Retrofitting Behavior of RC Members Post-embedded with Epoxy Cement Mortal Under Low-cycle Loads

作　　者：周新刚[1] 司伟建[2] 李春祥[2] 

机构地区：[1]烟台大学土木工程系,264005 [2]上海交通大学建筑工程与力学学院,200240

出　　处：《建筑结构》2002年第8期38-40,共3页Building Structure

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.

关 键 词：环氧砂浆 钢筋混凝土 植筋 锚固构件 反复荷载 

分 类 号：TU755.31[建筑科学—建筑技术科学]