双向地震作用下钢筋混凝土矩形截面柱配筋设计方法的研究  

A Method of Calculating Reinforcements for Reinforced Concrete Column with Rectangular Section under Biaxial Earthquake Loading

作　　者：魏琏[1] 王森[1] 韦承基[1] 彭伙水[1] 林云 黄世敏[1] 

机构地区：[1]中国建筑科学研究院,北京100013

出　　处：《工程抗震》2000年第4期7-12,共6页Earthquake Resistant Engineering

摘　　要：本文分析了矩形钢筋混凝土柱在双向受压作用下的计算公式以及工程设计中常用的方法。文中提出了在双向地震作用下的新配筋设计方法。通过设计实例可以看出 ,该方法准确、合理 ,且便于设计人员使用。In this paper, the calculating formula for biaxial load reinforced concrete column with rectangular section and the design method in engineering practice are analyzed. Considering biaxial earthquake actions, a new design method of calculating reinforcements is also presented. Through design example, it can be seen this method is reasonable and acceptable for design engineers.

关 键 词：配筋 钢筋混凝土柱 

分 类 号：TU375.304[建筑科学—结构工程]