Optimal load and resistance factor design of geometrically nonlinear steel space frames via tabu search and genetic algorithm
dc.contributor.author | Degertekin, S. O. | |
dc.contributor.author | Saka, M. P. | |
dc.contributor.author | Hayalioglu, M. S. | |
dc.date.accessioned | 2024-04-24T16:11:23Z | |
dc.date.available | 2024-04-24T16:11:23Z | |
dc.date.issued | 2008 | |
dc.department | Dicle Üniversitesi | en_US |
dc.description.abstract | In this paper, algorithms are presented for the optimum design of geometrically nonlinear steel space frames using tabu search and genetic algorithm. Tabu search utilizes the features of short-term memory facility (tabu list) and aspiration criteria. Genetic algorithm employs reproduction, crossover and mutation operators. The design algorithms obtain minimum weight frames by selecting suitable sections from a standard set of steel sections such as American Institute of Steel Construction (AISC) wide-flange (W) shapes. Stress constraints of AISC Load and Resistance Factor Design (LRFD) specification, maximum drift (lateral displacement) and interstorey drift constraints, size constraints for columns were imposed on frames. The algorithms were applied to the optimum design of three space frame structures. The designs obtained using tabu search were compared to those where genetic algorithm was considered. The comparisons showed that the former algorithm resulted in lighter structures. (c) 2007 Elsevier Ltd. All rights reserved. | en_US |
dc.identifier.doi | 10.1016/j.engstruct.2007.03.014 | |
dc.identifier.endpage | 205 | en_US |
dc.identifier.issn | 0141-0296 | |
dc.identifier.issn | 1873-7323 | |
dc.identifier.issue | 1 | en_US |
dc.identifier.scopus | 2-s2.0-36549003578 | |
dc.identifier.scopusquality | Q1 | |
dc.identifier.startpage | 197 | en_US |
dc.identifier.uri | https://doi.org/10.1016/j.engstruct.2007.03.014 | |
dc.identifier.uri | https://hdl.handle.net/11468/15374 | |
dc.identifier.volume | 30 | en_US |
dc.identifier.wos | WOS:000252832500017 | |
dc.identifier.wosquality | Q2 | |
dc.indekslendigikaynak | Web of Science | |
dc.indekslendigikaynak | Scopus | |
dc.language.iso | en | en_US |
dc.publisher | Elsevier Sci Ltd | en_US |
dc.relation.ispartof | Engineering Structures | |
dc.relation.publicationcategory | Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı | en_US |
dc.rights | info:eu-repo/semantics/closedAccess | en_US |
dc.subject | Optimum Design | en_US |
dc.subject | Tabu Search | en_US |
dc.subject | Genetic Algorithm | en_US |
dc.subject | Steel Space Frames | en_US |
dc.subject | Load And Resistance Factor Design | en_US |
dc.subject | Nonlinear Analysis | en_US |
dc.title | Optimal load and resistance factor design of geometrically nonlinear steel space frames via tabu search and genetic algorithm | en_US |
dc.title | Optimal load and resistance factor design of geometrically nonlinear steel space frames via tabu search and genetic algorithm | |
dc.type | Article | en_US |