建筑结构学报2017，Vol.38Issue(6)：34-42,9.DOI:10.14006/j.jzjgxb.2017.06.004
螺栓装配多高层钢结构梁柱连接抗震性能研究
Seismic performance of beam-column connection in bolted assembled multi-high-rise steel structure
摘要
Abstract
To study the seismic performance of bolted beam-column connection in bolted assembled multi-high-rise steel structures,three bolted beam-column connections with different parameters were studied through tests and finite element analysis (FEA).The seismic performance such as hysteretic curves,skeleton curves,ductility,rotation capacity and stiffness degradation curves were obtained,and the impact of cover plate bolts and flange bolts on key mechanical property of the connections were analyzed.The result indicates that the rigid and variable stiffness beamcolumn connections can be achieved by adjusting the number or size of bolts on cover plate.Thus,the variable stiffness connection do not slip in frequent earthquake,while the cover plate and beam flange slip past each other in medium and strong earthquakes,dissipating energy by slip.The slipping characteristics were obtained.The slipping between cover plate and beam flange can increase deformability,ductility,energy dissipation of the connection,and the energy is dissipated by slip,which can be used in the structure in seismic regions.关键词
多高层钢结构/梁柱连接/柱柱连接/螺栓装配节点/拟静力试验/有限元分析/抗震性能/滑移耗能Key words
multi-high-rise steel structure/beam-column connection/column-column connection/bolted assembled joint/quasi-static test/FEA/seismic performance/energy dissipation by slipping分类
建筑与水利引用本文复制引用
刘学春,杨志炜,王鹤翔,张爱林,浦双辉,吴靓..螺栓装配多高层钢结构梁柱连接抗震性能研究[J].建筑结构学报,2017,38(6):34-42,9.基金项目
国家自然科学基金项目(51678010),北京市自然科学基金项目(8172009). （51678010）
