钢筋混凝土受弯构件的优化设计──一类离散型非线性规划

OPTIMAL DESIGN OF REINFORCED CONCRETE BENDING MEMBERS-A TYPE OF DISCRETE NONLINEAR PROGRAMMING

研究钢筋混凝土受弯构件的优化设计问题，建立了新的数学模型—一类离散型非线性规划，给出了计算步骤与若干算例．提出的算法容易在微机上实现，所有可行解都是整数解，而且所得最优值在一定条件下是总体最优值．

n this paper the optimal design of reinforced concrete bending members is discussed. A new mathematical model-a type of discrete nonlinear programming is formed. Thecomputations and some examples are given. The algorithm presented in this paper is easilyrealizable on a computer. All feasible solutions are integer solutions, and the optimal value isglobal optimum under some conditions.