Identificador persistente para citar o vincular este elemento: http://hdl.handle.net/10553/115201
Campo DC Valoridioma
dc.contributor.authorGreiner, D.en_US
dc.contributor.authorEmperador, J. M.en_US
dc.contributor.authorWinter, G.en_US
dc.contributor.authorGalván, B.en_US
dc.date.accessioned2022-06-13T15:51:33Z-
dc.date.available2022-06-13T15:51:33Z-
dc.date.issued2009en_US
dc.identifier.isbn978-1-905088-35-5en_US
dc.identifier.issn1759-3433en_US
dc.identifier.urihttp://hdl.handle.net/10553/115201-
dc.description.abstractIn this paper the resolution of the multiobjective optimum design structural problem consisting of the simultaneous minimization of the constrained weight and the minimization of a number of different cross-section types in metallic frames structures is handled. The first objective, constrained weight, is directly related to the minimization of the structure's raw material costs. In order to guarantee the structural mission compliance, different constraints are taken into account, including maximum allowable stresses, displacements of certain nodes and also the buckling effect. The second objective, number of different cross-section types, is related to the construction costs and recently also with the life cycle cost. Its relevance grows with the structural size. Two structural frame test cases of different size are compared. Real discrete standard cross section types are the variables which are used to encode the candidate chromosomes. So, the optimum solution set found by the multiobjective evolutionary algorithm represents practical structures which solve a real engineering design problem: each point is the structural design of minimum weight corresponding to a number of different cross-section types. The chromosome codification is done using the standard binary reflected gray code. Among the evolutionary multiobjective algorithms, those belonging to the so called second generation are the most efficient. They are mainly characterized by the use of elitism and the growth of parameter independence compared with the first generation algorithms. Here, the DENSEA algorithm [1] is compared with a well-known second generation algorithm in the state of the art, NSGA2. Fifty executions of each case were run and a statistical analysis considering the hypervolume (S-metric [2]) is required to compare their relative performance. The DENSEA algorithm is designed specially to take profit of the reduced discrete functional search space in one of the objective functions, because the non-dominated front set is composed of isolated points and also the number of designs belonging to this set is low compared with the standard population size used in evolutionary algorithms. So, in this discrete search space problem with a low number of optimum solutions a proper treatment of population diversity is a key to success. The results show a better quality of the final fronts achieved by DENSEA in terms of average and typical deviation of the achieved hypervolume compared with the NSGA2 in the structural test cases considered.en_US
dc.languageengen_US
dc.relation.ispartofFirst International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineeringen_US
dc.sourceFirst International Conference on Soft Computing Technology in Civil, Structural and Environmental Engineering, Civil-Comp Press. Paper 19 (2009)en_US
dc.subject120317 Informáticaen_US
dc.subject1206 Análisis numéricoen_US
dc.subject.otherEvolutionary algorithmen_US
dc.subject.otherMetallic bar structural framesen_US
dc.subject.otherStructural optimizationen_US
dc.subject.otherMultiobjective optimizationen_US
dc.subject.otherMulticriterion optimizationen_US
dc.titleImproving multiobjective optimum design of metallic bar structural frames using the evolutionary algorithm DENSEAen_US
dc.typeconference_paperen_US
dc.identifier.doi10.4203/ccp.92.19en_US
dc.identifier.urlhttps://www.researchgate.net/publication/269153239_Improving_Multiobjective_Optimum_Design_of_Metallic_Bar_Structural_Frames_using_the_Evolutionary_Algorithm_DENSEA-
dc.investigacionCienciasen_US
dc.type2Actas de congresosen_US
dc.utils.revisionen_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INFen_US
item.fulltextSin texto completo-
item.grantfulltextnone-
crisitem.author.deptGIR SIANI: Computación Evolutiva y Aplicaciones-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.deptGIR SIANI: Modelización y Simulación Computacional-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptGIR SIANI: Computación Evolutiva y Aplicaciones-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.deptDepartamento de Matemáticas-
crisitem.author.deptGIR SIANI: Computación Evolutiva y Aplicaciones-
crisitem.author.deptIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.orcid0000-0002-4132-7144-
crisitem.author.orcid0000-0002-7020-870X-
crisitem.author.orcid0000-0003-0890-7267-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.parentorgIU Sistemas Inteligentes y Aplicaciones Numéricas-
crisitem.author.fullNameGreiner Sánchez, David Juan-
crisitem.author.fullNameEmperador Alzola,José María-
crisitem.author.fullNameWinter Althaus, Gabriel-
crisitem.author.fullNameGalvan Gonzalez,Blas Jose-
Colección:Actas de congresos
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