钢筋混凝土双向偏心受压构件的电算方法  

Computer calculus for two-way eccentrically compressed member

作　　者：李杨红[1] 尹知农 

机构地区：[1]广东水利电力职业技术学院,广东广州510635 [2]广东省电力工业局第一工程局,广东广州510735

出　　处：《广州大学学报（自然科学版）》2003年第5期480-482,共3页Journal of Guangzhou University:Natural Science Edition

摘　　要：双向偏心受压构件配筋计算常采用倪克勤公式(承载力相关法)和图解法进行计算.在计算机上进行截面配筋计算,给出了编程的步骤和框图.通过算例,说明采用电算方法进行计算,计算既快捷又方便,适于在工程中应用.The two_way reinforced calculation methods of eccentrically compressed member usually are the formulae of Ni_KE_QIN (the relational method of bearing power) and the graphics. In this article the author puts forward the computer calculus to calculate the reinforced quantity on the section and writes out the steps and block diagrams for computer programming. Through an example, the article points out that the calculation is precise, easy to use and it is valuable to be recommended into projects.

关 键 词：双向偏心受压构件 配筋计算 服分法 电算方法 

分 类 号：TV66[水利工程—水利水电工程]