圆形截面偏心受压构件的等效应力图形设计方法  

A DESIGN METHOD OF ECCENTRICALLY COMPRESSED ROUND-SECTION MEMBER WITH EQUIVALENT STRESS FIGURE

作　　者：朱莉萍[1] 熊杰[1] 

机构地区：[1]华中理工大学土木工程学院,武汉430074

出　　处：《工业建筑》2001年第5期75-77,共3页Industrial Construction

摘　　要：对圆形截面偏心受压构件的压区混凝土等效应力图形的特征参数 ,包括应力平均分布系数以及合力作用位置系数等作了详细计算分析 ,并提出了参数取值的建议。In this paper, the feature factors, including the uniformed distribution factor of the stress and the position factor of the resultant force, of the equivalent stress figure of compressed concrete of eccentrically compressed member with round section are investigated. The values of the factors are proposed.

关 键 词：圆形截面 等效应力图形 偏心受压构件 混凝土结构 

分 类 号：TU375[建筑科学—结构工程]