几何规划在框架结构优化设计中的应用

被引:4
作者
李兴斯
机构
[1] 大连理工大学结构优化研究室
关键词
对偶变量; 水平位移; 几何规划; 非线性规划; 结构重量; 迭代次数; 杆件; 目标函数; 非线性规划方法; 结构优化设计; 对偶问题; 设计变量; 独立变量; 困难度;
D O I
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学科分类号
摘要
In this paper, the geometric programming is used for the optimum design of steel frames with stress, displacement and member size constraints under multi-loading conditions. Several efficient approaches for reducing degrees of difficulty are prese nted. A computer program for structural analysis and design is developed. Three examples are given for illustrating this method. Computational results show that the method is applicable and efficient.
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页码:9 / 15
页数:7
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