短肢剪力墙延性设计的仿真分析

On simulation analysis of ductility design for short-leg shearing walls

通过分析短肢剪力墙的破坏机理,在"强肢弱梁,强剪弱弯"设计思想的指导下,从连梁与墙肢两方面提出了延性设计的措施与方法,从而确保短肢墙结构的整体性,提高延性,增强结构抵御地震的能力。

According to the analysis of the damage mechanism of the short-leg shearing walls,the paper points out the measures and methods for the ductility design from the coupling beam and the wall limb with the direction of the design idea,that is the strong leg and weak beam,the strong shearing and weak bending,so as to ensure the wholeness of the short-leg wall structure,improve the ductility and increase the structure＇s ability to resist the earthquake.