设置砼构造柱砖砌体结构受压承载力计算  

The Calculation on the Bearing Capacity of Brick Masonry with Concrete Constructional Column Subject to Compression

作　　者：施楚贤[1] 

机构地区：[1]湖南大学土木系,长沙410082

出　　处：《建筑结构》1996年第3期13-16,共4页Building Structure

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.

关 键 词：混凝土 构造柱 砖结构 砌体结构 承载力 

分 类 号：TU364.02[建筑科学—结构工程]