Hysteretic Behavior and Design Criterion of Composite Steel Frame-Reinforced Concrete Infill Wall Structural System with FR Connections.

颜鹏，刚性连接钢框架—内填钢筋混凝土剪力墙结构体系的滞回性能及抗震设计对策。

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A composite steel frame-reinforced concrete infill wall (SRCW), in which the steel and concrete components work integrally through mechanical connectors.

钢框架-内填钢筋混凝土剪力墙(SRCW)结构的组合作用主要是由抗剪连接件来实现。

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To investigate the hysteresis behavior of composite steel frame with PR connection-reinforced concrete infill wall structural systems, a nonlinear finite element program SRCWNP was developed.

为了系统研究半刚接钢框架-RC剪力墙结构的滞回性能，编制了非线性有限元程序SRCWNP。

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