| 钢筋混凝土受弯构件的优化设计—一类离散型非线性规划 |
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| 引用本文： | 寇述舜 李维溥. 钢筋混凝土受弯构件的优化设计—一类离散型非线性规划[J]. 天津大学学报(自然科学与工程技术版), 1994, 27(5): 655-660 |
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| 作者姓名： | 寇述舜 李维溥 |
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| 摘 要： | 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．
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| 关 键 词： | 钢筋混凝土 受弯构件 最优设计 |
OPTIMAL DESIGN OF REINFORCED CONCRETE BENDING MEMBERS-A TYPE OF DISCRETE NONLINEAR PROGRAMMING |
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| Kou Shuskun, Huang Shuji, Yang Zhengfang. OPTIMAL DESIGN OF REINFORCED CONCRETE BENDING MEMBERS-A TYPE OF DISCRETE NONLINEAR PROGRAMMING[J]. Journal of Tianjin University(Science and Technology), 1994, 27(5): 655-660 |
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| Authors: | Kou Shuskun Huang Shuji Yang Zhengfang |
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| Affiliation: | Kou Shuskun; Huang Shuji; Yang Zhengfang(Dept. of Mathematics)Li Weipu(Dept. of Water Resources and Harbour Engineering) |
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| Abstract: | 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. |
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| Keywords: | reinforced concrete bending member optimal design discrete nonlinear programming integer solution |
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