دوره 13، شماره 3 - ( 5-1402 )                   جلد 13 شماره 3 صفحات 325-309 | برگشت به فهرست نسخه ها

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Kaveh A, Zaerreza A. OPTIMUM DESIGN OF THE FRAME STRUCTURES USING THE FORCE METHOD AND THREE RECENTLY IMPROVED METAHEURISTIC ALGORITHMS. International Journal of Optimization in Civil Engineering 2023; 13 (3) :309-325
URL: http://ijoce.iust.ac.ir/article-1-556-fa.html
OPTIMUM DESIGN OF THE FRAME STRUCTURES USING THE FORCE METHOD AND THREE RECENTLY IMPROVED METAHEURISTIC ALGORITHMS. عنوان نشریه. 1402; 13 (3) :309-325

URL: http://ijoce.iust.ac.ir/article-1-556-fa.html


چکیده:   (5405 مشاهده)
In this paper, three recently improved metaheuristic algorithms are utilized for the optimum design of the frame structures using the force method. These algorithms include enhanced colliding bodies optimization (ECBO), improved shuffled Jaya algorithm (IS-Jaya), and Vibrating particles system - statistical regeneration mechanism algorithm (VPS-SRM). The structures considered in this study have a lower degree of statical indeterminacy (DSI) than their degree of kinematical indeterminacy (DKI). Therefore, the force method is the most suitable analysis method for these structures. The robustness and performance of these methods are evaluated by the three design examples named 1-bay 10-story steel frame, 3-bay 15-story steel frame, and 3-bay 24-story steel frame.
 
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نوع مطالعه: پژوهشي | موضوع مقاله: Optimal design
دریافت: 1402/1/18 | پذیرش: 1402/4/28 | انتشار: 1402/4/28

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