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本文根据两榀 １／８比例的型钢混凝土平面框架振动台试验，研究了结构在不同加速度峰值地 震波作用下的动力反应。考虑了型钢与混凝土之间的粘结滑移，推导出相应的转角－曲率关系，给出 屈服滑移转角和极限滑移转角的计算公式，并用分段变刚度杆单元模型，编制了弹塑性动力分析程 序，对试验模型进行了对比分析。
In this paper, the dynamic response of the structure under the action of different acceleration peak seismic waves is studied according to the shale test of SRCF frame with two 榀s ratio. Considering the bond slip between the steel and the concrete, the corresponding relationship between the rotation angle and the curvature was deduced, and the formula of yield slip angle and ultimate slip angle was given. The elasto-plasticity Dynamic analysis program, a comparative analysis of the experimental model.