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Effect of The Ratio of Equivalent Lateral Stiffness and The Level of Transfer Story on Seismic Behavior of Frame-supported Shear Wall Structure

机译:等效横向刚度比和传递层数对框架支撑剪力墙结构抗震性能的影响

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The ratio of equivalent lateral stiffness and the level of transfer story are two main factors of the seismic behavior of structures with transfer story. To research the effect of these two factors on seismic behavior of partial frame-supported shear wall structure, the simulated structural models are established in SATWE software with various ratio of equivalent lateral stiffness and transfer story level. Thus, the natural vibration period, the seismic response force and the inter-story displacement angle of these models are compared.
机译:当量侧向刚度的比率和传递层的水平是传递层结构抗震性能的两个主要因素。为了研究这两个因素对部分框架支撑剪力墙结构抗震性能的影响,在SATWE软件中建立了具有等效等效侧向刚度和传递层高比的模拟结构模型。因此,比较了这些模型的自然振动周期,地震响应力和层间位移角。

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