摘要
砖砌体和钢筋混凝土柱组合砖墙是《砌体结构设计规范》(GB50003—2001)新增加的内容,其轴心受压承载力计算公式引入强度系数,以考虑柱间距对墙体受压承载力的影响,通过计算分析,完全可以取代较厚砖砌体墙,应用在建筑工程砖混结构、底框砖混结构等下部受力较大的墙体中具有较大的优势。
The content of the combination brick wall in Code for Design of Masonry Structures (GB50003-2001)is added newly. The formula of load-carrying capacity under axial force leads intensity coefficient into, in order to consider the influence of column interval on the wall load-carrying capacity. Through calculation analysis, the thicker brick masonry wall can be replaced. It has advantages in heavy load-carrying wall of brick mixture structure and bottom frame brick mixture structure.
出处
《建筑结构》
CSCD
北大核心
2006年第11期79-80,共2页
Building Structure
关键词
组合砖墙
强度系数
计算分析
应用推广
combination brick wall
intensity coefficient
computational analysis
application and popularize