摘要
通过理论分析和试验研究,对设置砼构造柱砖砌体结构的受压承载力建立了两种计算方法,为采用240mm厚砖墙建造中高层混合结构房屋提供了依据.
Based on the theoretical analgsis and experimental research, two calculation methods on the com-pressive bearing capacity for brick masonry structure with concrete constructional column is derived. This paper put forward verifications for the structural design of mid-high story brick masonry building by using 240mm thickness of masonry walls.
出处
《建筑结构》
CSCD
北大核心
1996年第3期13-16,共4页
Building Structure
关键词
混凝土
构造柱
砖结构
砌体结构
承载力
reinforced concrete constructional column
brick masonry structure
load-carring capacity
compression
