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短肢剪力墙结构是现阶段建筑物结构中央比较常见的一种形式,因具备增加建筑物面积、避免室内存在柱楞等特点在建筑领域广受青睐。然而对现阶段建筑结构中的短肢剪力墙设计进行分析,不难发现其中存在比较多的问题。本文从短肢剪力墙的相关标准出发,论述了短肢剪力墙的结构计算和短肢剪力墙延性的相关设计,并提出了改善短肢剪力墙抗震薄弱位置的相关方法,旨在为建设相关者提供帮助。
The short-limb shear wall structure is a common form of the central structure of buildings at this stage, which is widely used in the construction field due to the features such as increasing building area and avoiding columnar indoors. However, analysis of the design of the short-limbed shear wall in the building structure at this stage is not difficult to find out that there are many problems in it. Based on the related standards of short-limb shear walls, this paper discusses the structural design of short-limb shear walls and the related design of ductility of short-limb shear walls, and puts forward the related methods to improve the weak seismic position of short-limb shear walls. In helping to build the stakeholders.