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本文阐述了采用非线性规划的坐标轮换法,作为求解混凝土非溢流实体重力坝最优剖面的方法;编制了BASIC语言通用程序,巳在PC-1500,苹果Ⅱ等微型计算机调试通过,并附有计算例题.
In this paper, the coordinate rotation method based on nonlinear programming is introduced as a method to solve the optimal section of gravity dam of non-overflow concrete entity. The BASIC language program has been compiled and debugged by microcomputer such as PC-1500 and Apple II There are calculation examples.