配筋砌体矩形截面小偏心受压构件配筋计算的等效截面法  

Method of Equivalent Section for the Analysis of Symmetrically Reinforced Masonry Compression Member with Rectangular Section and Small Eccentricity

作　　者：雷自学[1] 郑雅莎[1] 

机构地区：[1]西安公路交通大学建筑与环境工程系

出　　处：《西安公路交通大学学报》1999年第1期70-72,共3页Journal of Xi'an Highway University

摘　　要：提出了配筋砌体矩形截面小偏心受压构件对称配筋的等效截面法，论证了其精确度，使此类砌体构件和混凝土构件在计算方法上达到统一。This paper puts forth the method of equivalent section for the analysis of symmetrically reinforced masonry compression member with rectangular section and small eccentricity, studies its accuracy and unifies the methods for such similar sections in reinforced masonry structure and RC structure.

关 键 词：配筋砌体 小偏心 对称配筋 等效截面法 

分 类 号：TU375.3[建筑科学—结构工程]