【摘要】 对五个内配筋及钢骨不同的梁柱框架边节点的试件 ,分别进行了低周反复荷载的试验·根据试验的结果 ,对影响节点承载力的因素进行了分析 ,通过理论分析确定了高强混凝土、轴压比、型钢腹板、箍筋对节点的抗剪能力的贡献 ,并提出了这种结构的节点抗剪承载力公式 ,理论计算结果与试验结果吻合较好 ,为工程的使用提供了方便更多还原

【Abstract】 By experimental test of 5 different samples that high strength refinforced concrete beam and high strength steel-reinforced concrete coulumn,process low cyclic reversed load test. Theory analysis comfirm the affecting factors are high strength concrete,axial compression ratio, steel and stripple. Therefore put forward a joint shear capacity formula for high strength reinforced concrete beam and high strength steel-reinforced concrete column. The theoretical predictions are consistant with experimental so that the formula can be used in engineering applications.更多还原