组合砖墙体系抗压承载力研究  

Research on Compressive Capacity of Composite Brick Wall System

作　　者：闾成德[1] 

机构地区：[1]扬州工业职业技术学院,江苏扬州225000

出　　处：《江苏建筑》2009年第4期20-21,共2页Jiangsu Construction

摘　　要：文章主要讨论了"等效截面法"、"试验研究法"、"极限应变法"等3种方法计算组合墙体系的抗压承载力,并分析了组合墙体系承载力的影响因素,研究后发现试验研究法较为合理适用。This paper mainly discussed the ＂equivalent section method＂, ＂experimental study of law＂, ＂limit strain method＂, and other methods of calculating the combination of compressive bearing capacity of the composite brick wall system, and analyzed influencing factors of composite brick Wall compressive capacity. The results of research showed that of the experimental study was more reasonable and applicable.

关 键 词：构造柱 组合墙 抗压承载力 计算方法 

分 类 号：TU362[建筑科学—结构工程]