框架—剪力墙结构的地震响应有限元分析方法

On finite element analysis methods of earthquake response for frame-shearing force wall structure

进行了框架—剪力墙结构的地震响应有限元分析,从强度和变形两方面来检验框架—剪力墙结构的安全和抗震可靠度;通过对结构进行模态分析,得出了结构的抗剪承载能力和储备,该方法对框架—剪力墙结构体系的分析设计具有一定的指导意义。

It made a finite element analysis to the earthquake response of frame-shearing force wall structure.The security and the earthquake resistance reliability of the frame-shearing force wall structure were checked from two aspects of strength and distortion.Through model analysis on the structure,it worked out anti-cuts bearing capacity and reserves of the structure.This method has certain guiding sense to analysis and design of the frame-shearing force wall structure system.