悬臂屋顶结构的Minlp优化

Q4 Engineering
T. Zula, S. Kravanja
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引用次数: 1

摘要

本文介绍了悬挑屋顶结构的成本、标准尺寸和圆角尺寸的同时优化。由于标准尺寸和四舍五入尺寸在离散型优化中需要显式处理,因此采用了混合整数非线性规划方法。该结构由标准热轧钢I型柱、梁和支柱以及钢筋混凝土基础建造而成。建立了悬臂顶板结构的MINlP优化模型。该模型包括结构自制造成本的目标函数以及设计、阻力和尺寸相等约束。后者是根据欧洲法规2、3和7规范定义的。采用改进的外逼近/相等-松弛(OA/ER)算法。本文最后介绍了斯洛文尼亚Maribor市附近一个小型足球场的悬臂屋顶结构的MINlP优化。得到的最优结果包括结构的最小生产成本、钢构件的最优标准截面和混凝土基座的最优圆角尺寸。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Minlp optimization of a cantilever roof structure
This paper presents the simultaneous cost, standard sizes and rounded dimension optimization of a cantilever roof structure. Since the standard and rounded dimensions are proposed to be handled explic- itly in the discrete type of the optimization, the mixed-integer non-linear programming (MINlP) is applied. The structure is built from the standard hot rolled steel I sections for columns, beams and struts, and from the reinforced concrete bases. The MINlP optimization model of the cantilever roof structure is developed. The model comprises the objective function of the structure’s self-manufacturing costs and the design, resistance and dimensioning (in)equality constraints. The latter are defined in accordance with the Eurocode 2, 3 and 7 specifications. The modified outer-approximation/equality- relaxation (OA/ER) algorithm is used. The MINlP optimization of a cantilever roof structure for a small football stadium near the city of Maribor in Slovenia is presented at the end of the paper. The obtained optimal result includes the minimal production costs of the structure, the optimal standard sections of steel elements and the optimal rounded dimensions of the concrete bases.
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来源期刊
CiteScore
1.10
自引率
0.00%
发文量
24
审稿时长
33 weeks
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