摘要
提出确定底层框架砖房抗震墙数量的简化方法,对砖墙侧移刚度及内力分析提出了简化的实用计算公式.
The paper puts forward the simple method for determining the quantity of seismic wall in one-story frame-seismic wall building. The simplified formulas used to calculate the masonry structure lateral rigidity and internal force are presented.
出处
《湖南城建高等专科学校学报》
2000年第2期8-10,共3页
Journal of Hunan Urban Construction College
关键词
砖房
抗震墙
侧移刚度
底层框架
结构设计
frame supported
masonry structure
seismic wall
lateral rigidity
simplification