新型外伸端板高强螺栓梁柱连接节点的延性分析

DUCTILITY CAPACITY OF NEW BEAM TO COLUMN EXTENDED BOLTED END-PLATE CONNECTION

文章在工程实践的基础上,根据SAC((SAC是SEAOC、ATC、CURES联合体))有关报告中的试验数据,用ANSYS模拟梁柱节点试验加载的全过程,并进行试验数据和有限元模拟数据的对比分析,在此基础上,对一种适用于工业建(构)筑物的新型外伸端板高强螺栓梁柱连接节点的延性性能进行了分析,分析的结论可应用于工程实践及有关标准的编制中。

Based on engineering practice,this paper applies the finite element method to model the SAC test results of bolted end-plate connection.The ductility capacity of a new extended bolted end-plate connection for industrial buildings and structures is analyzed, and the analysis results can be used in engineering design and the development of specifications concerned.