2021
DOI: 10.1108/ijsi-07-2021-0080
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Multi-objective design optimisation of steel framed structures using three different methods

Abstract: PurposeThe optimality objectives are the structure weight and embodied energy as well as calculating the cost and embodied carbon of the resulting optimum options. Three optimality algorithms developed in MATLAB, namely, genetic algorithms (GA), particle swarm optimisation (PSO) and harmony search algorithm (HSA), were used for structural optimisation to compare the effectiveness of the algorithms. Two life-cycle stages were considered, production and construction stages, which include three boundaries: materi… Show more

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Cited by 7 publications
(7 citation statements)
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“…Reliability design optimization focuses on the possibility of system failure, mainly to obtain a design that satisfies a given reliability. The main observation is the center of the PDF [7][8][9][10][11][12][13]. The definition of reliability can be given as follows: the probability that a structure completes a specified function within a specified time and under specified conditions [14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…Reliability design optimization focuses on the possibility of system failure, mainly to obtain a design that satisfies a given reliability. The main observation is the center of the PDF [7][8][9][10][11][12][13]. The definition of reliability can be given as follows: the probability that a structure completes a specified function within a specified time and under specified conditions [14][15][16][17].…”
Section: Introductionmentioning
confidence: 99%
“…The main design algorithm factors that can be adapted are fret width (FW) and harmony memory consideration ratio (HMCR). By adopting these factors, the algorithm becomes more efficient [26][27][28].…”
Section: Introductionmentioning
confidence: 99%
“…In engineering, optimization of tuned mass dampers, steel-framed structures, nonlinear plane strain systems, reinforced concrete shear walls, etc., are studied with the optimization of AHS and its hybrids. The classical HS algorithm, with adaptation of algorithm parameters, showed better results than some metaheuristic algorithms [29][30][31][32][33]. Since the HS algorithm has been successfully applied to many structural engineering problems, including control applications, it has been recently proven that the performance of the algorithm can be increased by improving the algorithm with adaptive methods; adaptive HS has been applied in TLDs, which are a different passive structural control problem.…”
Section: Introductionmentioning
confidence: 99%