环形截面偏压构件非均匀配筋承载力计算  

CALCULATION OF ECCENTRIC COMPRESSION MEMBER WITH RING SECTION IN NON-UNIFORM REINFORCEMENT

作　　者：史庆轩[1] 童岳生[1] 

机构地区：[1]西安建筑科技大学,西安710055

出　　处：《工业建筑》2002年第3期22-25,28,共5页Industrial Construction

摘　　要：当构件截面受力方向单一时 ,非均匀配置纵筋合理而经济。提出的非均匀配筋时的正截面承载力计算公式 ,与均匀配筋情况相比可节约较多的纵向钢筋。可用于纵筋计算及强度复核 。For member acted by forces in one direction,it is reasonable and economic to reinforce the section with non\|uniform longitudinal steel.In this paper a computing method for load carring capacity of such member is put forward.The method may be used easily to determine the longitudinal steel or to checking the strength of the section.

关 键 词：环形截面 偏心受压构件 非均匀配筋 承载力 屈服区 计算 

分 类 号：TU375[建筑科学—结构工程]