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水平地震作用下填充墙框架结构的刚度计算
Rigidity calculation of frame-wall structure filled with masonry under horizontal earthquake
【摘要】 介绍了有填充墙框架结构在水平地震作用下刚度的计算方法 ,并对纯框架和填充墙两个部分分别进行刚度分析计算 ,指出填充墙计算时应考虑刚度的折减系数
【Abstract】 The rigidity calculation method of frame wall structure filled with masonry under horizontal earthquake is introduced. and based upon comparison with rigidity calculation results of single frame and infill wall author points out that the reduced coefficient must be considered in practical calculation.
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2004年01期
- 【分类号】TU311.3
- 【被引频次】6
- 【下载频次】248