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 。
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.
出处
《山西建筑》
2004年第1期9-10,共2页
Shanxi Architecture