圆形截面钢筋混凝土偏压构件正截面承载力的精确算法  

PRECISION CALCULATING METHOD OF NORMAL BEARING CAPACITY OF REINFORCED CONCRETE ECCENTRIC COMPRESSION MEMBER WITH CIRCULAR SECTION

作　　者：李广平[1] 

机构地区：[1]广东省建筑科学研究院,广州510500

出　　处：《工业建筑》2001年第11期82-84,共3页Industrial Construction

摘　　要：建立了圆形截面钢筋混凝土均匀与非均匀配筋的偏心受压构件正截面承载力的精确算法 。This paper presents the precision calculating method of the normal bearing capacity of concrete eccentric compression member with circular section by reinforcing uniformly or non\|uniformly. The relationship between the height of the concrete compressing region and that of the neutral axis is also discussed.

关 键 词：圆形截面 偏心受压构件 承载力 非均匀配筋 钢筋混凝土 

分 类 号：TU375[建筑科学—结构工程]