2023
DOI: 10.3390/app13126953
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Selection Criterion of Reanalysis Methods for Plane Truss Optimization

Abstract: Structural reanalysis methods have been proposed to improve the efficiency of structural analysis. However, the methods are typically only applicable to their specific type of structural modification. Since the optimization process often involves multiple types of modifications, it is necessary to establish a criterion for selecting the most suitable reanalysis method for each type of modification, aiming to accelerate the optimization process. In this study, the effects of different types of structural modifi… Show more

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Cited by 1 publication
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“…Pham, TD, et al, employed algorithms to rank each design within a swarm for the optimal design of precast beams, leveraging probabilistic natural selection [12]. Kaveh, A., et al, explored meta-heuristic algorithms for benchmark testing of steel frames and enhanced the design of 3D multilayered reinforced concrete (RC) structures using an advanced plasma generation optimization algorithm (IPGO) and applied the Lion Pride Optimization Algorithm (LPOA) to the optimal design of double-layered barrel vaults [13][14][15]. Daryan, AS, et al, introduced an innovative dolphin echolocation (DE) and bat optimization algorithm to develop a viable method for optimizing the design of steel plate shear wall frames [16].…”
Section: Introductionmentioning
confidence: 99%
“…Pham, TD, et al, employed algorithms to rank each design within a swarm for the optimal design of precast beams, leveraging probabilistic natural selection [12]. Kaveh, A., et al, explored meta-heuristic algorithms for benchmark testing of steel frames and enhanced the design of 3D multilayered reinforced concrete (RC) structures using an advanced plasma generation optimization algorithm (IPGO) and applied the Lion Pride Optimization Algorithm (LPOA) to the optimal design of double-layered barrel vaults [13][14][15]. Daryan, AS, et al, introduced an innovative dolphin echolocation (DE) and bat optimization algorithm to develop a viable method for optimizing the design of steel plate shear wall frames [16].…”
Section: Introductionmentioning
confidence: 99%