PC装配式结构连接节点抗震性能研究进展  

Progress of Research on Seismic Performance of Connection Joints of Prefabricated Concrete Structure

作　　者：曹晓罗 Cao Xiaoluo(Shazhou Professional Institute of Technology,Zhangjiagang 215600,Jiangsu,China)

机构地区：[1]沙洲职业工学院建筑工程系,江苏张家港215600

出　　处：《沙洲职业工学院学报》2022年第1期8-16,共9页Journal of Shazhou Professional Institute of Technology

基　　金：2021年沙洲职业工学院青年教师科研基金项目(SGJJ2021B03)。

摘　　要：梳理近期国内外学者在装配式框架、剪力墙结构连接节点在抗震性能方面的研究成果,归纳各类节点的构造形式、耗能能力、刚度退化及破坏形态,并对装配式混凝土结构连接技术的发展进行总结和展望,为今后装配式混凝土结构连接技术研究提供一定的参考。This paper sorts out the recent research results of scholars at home and abroad on the seismic performance of connection joints of fabricated frame and shear wall structures,and summarizes the structural forms,energy dissipation capacity,stiffness degradation and failure modes of various joints.Finally,the development of prefabricated concrete structure connection technology is summarized and prospected,which provides a certain reference for the research of prefabricated concrete structure connection technology in the future.

关 键 词：装配式混凝土结构 连接节点 抗震性能 试验研究 

分 类 号：TU756[建筑科学—建筑技术科学]