OPTIMUM DESIGN OF THE FRAME STRUCTURES USING THE FORCE METHOD AND THREE RECENTLY IMPROVED METAHEURISTIC ALGORITHMS

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 ۱-bay ۱۰-story steel frame, ۳-bay ۱۵-story steel frame, and ۳-bay ۲۴-story steel frame.

Keywords:

Enhanced colliding bodies optimization , improved shuffled Jaya algorithm , vibrating particles system - statistical regeneration mechanism algorithm , force method , structural optimization , metaheuristic algorithms