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作为对剪力墙-钢梁铰接节点传统构造形式的补充,并为结构工程师提供更多的选择,结合相关工程实际,设计了混凝土剪力墙-钢梁T型连接铰接节点,针对节点关键参数设计了6个不同的试件进行抗拔试验,以掌握此类节点的相关受力特性。
As a supplement to the traditional structure forms of the shear wall-steel beam hinge joints and more choices for the structural engineers, a concrete shear wall-steel beam T-joint articulated joint is designed according to the relevant engineering practice. According to the key parameters of the joint Six different specimens were designed for pull-up test to understand the force characteristics of such joints.