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本文将以变位法为基础的有限单元法(或称矩阵解法)具体应用于整结钢筋混凝土刚架计算,并连配筋计算进行“PC—1500”机程序设计,旨在推广这一方法和微机在钢筋混凝土结构分析方面的应用。
In this paper, the finite element method (or matrix solution method) based on the displacement method is specifically applied to the calculation of reinforced concrete rigid frames, and the calculation of “PC-1500” machine program is carried out in conjunction with reinforcement calculations. This method is intended to promote this method. And microcomputer application in the analysis of reinforced concrete structures.