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An enhanced component based model for steel connection in a hybrid coupled shear wall structure: Development, calibration and experimental validation

机译:混合耦合剪力墙结构中用于钢连接的基于增强组件的模型:开发,校准和实验验证

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摘要

In the present paper the development, calibration and experimental validation of two component-based models of dissipative steel links connecting a reinforced concrete wall to a steel gravity frame is presented.
机译:在本文中,提出了两个基于耗散钢连接的模型的开发,校准和实验验证,这些模型将钢筋混凝土墙连接到钢重力框架。

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