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
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.
引文
[1]沈聚敏,周锡元等.抗震工程学[M ].北京:中国建筑工业出版社,2000.
[2]方鄂华.多层及高层建筑结构设计[M ].北京:地震出版社,1992.
[3]童岳生,钱国芳.砖填充墙钢筋混凝土框架房屋实用抗震计算方法[J].建筑结构学报,1987,8(1):3234.