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剪力墙的布置高度对框架剪力墙结构抗震性能的影响

he height of shear wall arrangement influence on frame shear wall structure seismic performance

中文摘要英文摘要

框架剪力墙中剪力墙的布置通常都是全高布置,由于需要满足一些特殊的功能要求,往往需要打破以往剪力墙各层布置一致的基本思路,提出了中断剪力墙方案,本文主要通过对工程实例进行中断剪力墙布置来分析剪力墙的布置高度对框架剪力墙结构抗震性能的影响。下文主要通过对比全高布置与中断剪力墙布置的位移、层间刚度比、层间剪力的数据差异,进而得出中断剪力墙对框架剪力墙结构的抗震性能并无太大影响。

Usually we will high shear wall in the building for all arrangement on the layout of shear wall .while the actual engineering are often required to break the layers of shear wall arrangement in the past the same basic ideas, due to the need to satisfy some special functional requirements of buildings. Therefore we put forward the project of the interruption of shear wall. This paper mainly through the study of the interruption of shear wall arrangement of an engineering example to analyze the height of shear wall arrangement of frame shear wall structure seismic performance influence. the seismic performance of shear wall with frame shear wall structure is not too big effect through comparing displacement and high stiffness ratio between the layers, the difference of interlayer shear data of the whole arrangement and interruption of shear wall arrangement.

李赢涛、张风风、李云峰

工程基础科学

结构工程框架剪力墙剪力墙优化布置中断剪力墙

Structural engineeringFrame-shear wall structureShear wall layout optimizationThe interrupt shear wall

李赢涛,张风风,李云峰.剪力墙的布置高度对框架剪力墙结构抗震性能的影响[EB/OL].(2015-01-13)[2025-08-02].http://www.paper.edu.cn/releasepaper/content/201501-206.点此复制

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