华南地震Issue(z1)：124-131,8.DOI:10.13512/j.hndz.2014.Supp.(I).026
钢框架-型钢混凝土剪力墙半刚性连接节点弯矩-转角模型及抗震性能研究进展
Research Progress on Bending Moment-Relative Angle Model and Seismic Behavior of Semi-rigid Connection in Steel Frame-Steel Reinforced Concrete Shear Wall Structures
摘要
Abstract
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.关键词
钢框架-型钢混凝土剪力墙/半刚性连接/抗震性能/节点弯矩-转角模型/M-兹r曲线Key words
Steel frame-steel reinforced concrete shear wall/Semi-rigid connection/Bending moment-relative angle Model/M-Ɵr curve分类
建筑与水利引用本文复制引用
李东伦,刘坚,潘澎..钢框架-型钢混凝土剪力墙半刚性连接节点弯矩-转角模型及抗震性能研究进展[J].华南地震,2014,(z1):124-131,8.基金项目
广东省教育科技创新项目（2012KJCX0084）；住房和城乡建设部科技项目（2012-k2-8) （）
