含少量剪力墙RC框架结构弹性层间位移角限值研究

摘要

Based on the existing experimental data and combined with the existing structural design analysis methods,this paper presents a proposal that elastic story drift limit of frame structure with a small amount of RC shear wall is 1 / 800.%根据已有的试验资料并结合现有的结构设计分析方法,提出了含少量剪力墙RC框架结构的弹性层间位移角限值为1/800的参考建议.