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In view of the conditions of composite joint kern with and without stiffening ribs,this paper analysed the hysteresis responses and energy-consuming properties of the test specimens.

利用Ansys软件对钢梁-内埋型钢柱剪力墙组合节点的抗剪性能进行了数值模拟,针对组合节点核心区设置和不设置加劲肋两种情况,对试件的滞回响应和耗能特性进行分析。