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本文提出了五区段变刚度单元模型、连续五区段变刚度单元模型,并将其应用于钢筋混凝土平面高层结构的非线性地震反应计算。
In this paper, a five-section variable stiffness element model and a continuous five-section variable stiffness element model are proposed and applied to the nonlinear seismic response calculation of the high-rise reinforced concrete plane structure.