Based on the shear wave formulation, this paper presents a new method to calculate horizontal seismic responses of multistory shear type structures.
基于结构侧向位移的剪切波动方程，提出分析多层剪切型结构水平地震反应的新方法。
This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.
用本文的方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。
This method can be used to analyze shear wall structures with elastoplastic hinges or dampers as well as tall frame-type structures.
用本文的方法可以计算具弹塑性铰或弹塑性耗能器之剪切墙及框架式高层建筑结构。
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