CAJ | 학술논문

钢框架梁-型钢混凝土剪力墙新型混合结构是一种具有半刚性连接受力和优异的抗震性能等特点的新型混合结构，具有巨大的发展潜力，其卓越的性能吸引了越来越多的关注。在介绍国内外半刚性连接节点弯矩-转角模型及抗震性能研究进展的基础上，概述了目前各国学者对半刚性连接节点的研究成果和研究进展，提出了钢框架-型钢混凝土剪力墙半刚性连接节点在研究中存在的问题，并指出了钢框架-型钢混凝土剪力墙中半刚性连接节点的研究亟待开展。
강광가량-형강혼응토전력장신형혼합결구시일충구유반강성련접수력화우이적항진성능등특점적신형혼합결구，구유거대적발전잠력，기탁월적성능흡인료월래월다적관주。재개소국내외반강성련접절점만구-전각모형급항진성능연구진전적기출상，개술료목전각국학자대반강성련접절점적연구성과화연구진전，제출료강광가-형강혼응토전력장반강성련접절점재연구중존재적문제，병지출료강광가-형강혼응토전력장중반강성련접절점적연구극대개전。
Steel frame-steel reinforced concrete shear wall hybrid structure is a new structure with growth potential. The advantages of semi-rigid connection is increasing concerned. Based on the introduction of research progress in bending moment-relative angle model and seismic behavior of semi-rigid connection, the state of semi-rigid connection property is summarized. The problems of semi-rigid connection in steel frame-steel reinforced concrete shear wall is analyzed and the key research direction for semi-rigid connection in steel frame-steel reinforced concrete shear wall is pointed out.