Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms

The design of steel trusses is a frequent problem in civil engineering, which requires the experience of the design engineer to achieve a structural solution with good performance and that can satisfy the established needs. In recent years, the design of these systems has been supported by the appli...

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Autores:
Niño-Alvarez, Luis
Guevara-Corzo, Jeffrey
Begambre-Carrillo, Oscar
Tipo de recurso:
Fecha de publicación:
2020
Institución:
Universidad EAFIT
Repositorio:
Repositorio EAFIT
Idioma:
spa
OAI Identifier:
oai:repository.eafit.edu.co:10784/25806
Acceso en línea:
http://hdl.handle.net/10784/25806
Palabra clave:
Multi-objective metaheuristic optimization
articulatedstructures
trusses
large scale
Optimización metaheurística multiobjetivo
estructurasarticuladas
cercha
gran escala
Rights
openAccess
License
Copyright © 2020 Luis Niño-Alvarez, Jeffrey Guevara-Corzo, Oscar Begambre-Carrillo
id REPOEAFIT2_4c801ed5ea336dee7fab34e23fe6f699
oai_identifier_str oai:repository.eafit.edu.co:10784/25806
network_acronym_str REPOEAFIT2
network_name_str Repositorio EAFIT
repository_id_str
dc.title.eng.fl_str_mv Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
dc.title.spa.fl_str_mv Diseño automático de cerchas de granescala: una comparación entre algoritmoslibres de derivadas
title Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
spellingShingle Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
Multi-objective metaheuristic optimization
articulatedstructures
trusses
large scale
Optimización metaheurística multiobjetivo
estructurasarticuladas
cercha
gran escala
title_short Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
title_full Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
title_fullStr Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
title_full_unstemmed Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
title_sort Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free Algorithms
dc.creator.fl_str_mv Niño-Alvarez, Luis
Guevara-Corzo, Jeffrey
Begambre-Carrillo, Oscar
dc.contributor.author.spa.fl_str_mv Niño-Alvarez, Luis
Guevara-Corzo, Jeffrey
Begambre-Carrillo, Oscar
dc.contributor.affiliation.spa.fl_str_mv Universidad Industrial de Santander
dc.subject.keyword.eng.fl_str_mv Multi-objective metaheuristic optimization
articulatedstructures
trusses
large scale
topic Multi-objective metaheuristic optimization
articulatedstructures
trusses
large scale
Optimización metaheurística multiobjetivo
estructurasarticuladas
cercha
gran escala
dc.subject.keyword.spa.fl_str_mv Optimización metaheurística multiobjetivo
estructurasarticuladas
cercha
gran escala
description The design of steel trusses is a frequent problem in civil engineering, which requires the experience of the design engineer to achieve a structural solution with good performance and that can satisfy the established needs. In recent years, the design of these systems has been supported by the application of various methods of optimization, which allow optimal solutions, meeting the proposed design objectives, automatically and in a shorter time. This research presents the application of a series of multiobjective metaheuristic algorithms for the automatic design of large-scale trusses. The NSGA-II, MOPSO and AMOSA algorithms were applied and the structures reported in the literature were considered to be made up of a high number of elements. The performance of the algorithms was evaluated based on the computational cost, the hypervolume criterion and the behavior that the algorithms have when increasing the amount of iterations per optimization cycle. The search space used in the optimization was discrete, restricted by the W steel profiles available in the Colombian market. The results obtained show that, for the proposed problems, the MOPSO algorithm is the most efficient, followed by the AMOSA and the NSGA-II which showed a higher computational cost. Finally, it is worth mentioning that the calculation times were less than one hour, for trusses close to a thousand elements.
publishDate 2020
dc.date.issued.none.fl_str_mv 2020-11-11
dc.date.available.none.fl_str_mv 2021-02-19T16:41:43Z
dc.date.accessioned.none.fl_str_mv 2021-02-19T16:41:43Z
dc.date.none.fl_str_mv 2020-11-11
dc.type.eng.fl_str_mv article
info:eu-repo/semantics/article
publishedVersion
info:eu-repo/semantics/publishedVersion
dc.type.coarversion.fl_str_mv http://purl.org/coar/version/c_970fb48d4fbd8a85
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dc.type.local.spa.fl_str_mv Artículo
status_str publishedVersion
dc.identifier.issn.none.fl_str_mv 1794-9165
dc.identifier.uri.none.fl_str_mv http://hdl.handle.net/10784/25806
identifier_str_mv 1794-9165
url http://hdl.handle.net/10784/25806
dc.language.iso.none.fl_str_mv spa
language spa
dc.relation.isversionof.none.fl_str_mv https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6314/5062
dc.relation.uri.none.fl_str_mv https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6314/5062
dc.rights.eng.fl_str_mv Copyright © 2020 Luis Niño-Alvarez, Jeffrey Guevara-Corzo, Oscar Begambre-Carrillo
dc.rights.coar.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.rights.accessrights.eng.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.local.spa.fl_str_mv Acceso abierto
rights_invalid_str_mv Copyright © 2020 Luis Niño-Alvarez, Jeffrey Guevara-Corzo, Oscar Begambre-Carrillo
Acceso abierto
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.coverage.spatial.none.fl_str_mv Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees
dc.publisher.spa.fl_str_mv Universidad EAFIT
dc.source.spa.fl_str_mv Revista Ingeniería y Ciencias, Vol. 16 Núm. 32 (2020)
institution Universidad EAFIT
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spelling Medellín de: Lat: 06 15 00 N degrees minutes Lat: 6.2500 decimal degrees Long: 075 36 00 W degrees minutes Long: -75.6000 decimal degrees2020-11-112021-02-19T16:41:43Z2020-11-112021-02-19T16:41:43Z1794-9165http://hdl.handle.net/10784/25806The design of steel trusses is a frequent problem in civil engineering, which requires the experience of the design engineer to achieve a structural solution with good performance and that can satisfy the established needs. In recent years, the design of these systems has been supported by the application of various methods of optimization, which allow optimal solutions, meeting the proposed design objectives, automatically and in a shorter time. This research presents the application of a series of multiobjective metaheuristic algorithms for the automatic design of large-scale trusses. The NSGA-II, MOPSO and AMOSA algorithms were applied and the structures reported in the literature were considered to be made up of a high number of elements. The performance of the algorithms was evaluated based on the computational cost, the hypervolume criterion and the behavior that the algorithms have when increasing the amount of iterations per optimization cycle. The search space used in the optimization was discrete, restricted by the W steel profiles available in the Colombian market. The results obtained show that, for the proposed problems, the MOPSO algorithm is the most efficient, followed by the AMOSA and the NSGA-II which showed a higher computational cost. Finally, it is worth mentioning that the calculation times were less than one hour, for trusses close to a thousand elements.El diseño de estructuras metálicas tipo cercha es un problema frecuente enla ingeniería civil, que requiere de la experiencia del ingeniero diseñadorpara lograr una solución estructural con buen desempeño y que puedasatisfacer las necesidades establecidas. En los últimos años, el diseñode estos sistemas ha sido soportado mediante la aplicación de diversosmétodos de optimización, que permiten obtener soluciones óptimas,dando cumplimiento a los objetivos de diseño propuestos, de formaautomática y en un menor tiempo de trabajo. Esta investigación presentala aplicación de una serie de algoritmos metaheurísticos multiobjetivopara el diseño automático de cerchas de gran escala. Se aplicaron losalgoritmos NSGA-II, MOPSO y AMOSA, y se consideraron estructuras reportadas en la literatura conformadas por un número elevado deelementos. El desempeño de los algoritmos se evaluó con base en el costocomputacional, el criterio del hipervolumen y el comportamiento quetienen los algoritmos al aumentar la cantidad de iteraciones por ciclode optimización. El espacio de búsqueda usado en la optimización fuediscreto, restringido por los perfiles de acero W disponibles en el mercadocolombiano. Los resultados obtenidos demuestran que, para los problemaspropuestos, el algoritmo MOPSO es el más eficiente, seguido del AMOSAy del NSGA-II que mostró un costo computacional mayor. Finalmente,vale la pena mencionar que los tiempos de cálculo fueron menores a unahora, para cerchas cercanas a los mil elementos.application/pdfspaUniversidad EAFIThttps://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6314/5062https://publicaciones.eafit.edu.co/index.php/ingciencia/article/view/6314/5062Copyright © 2020 Luis Niño-Alvarez, Jeffrey Guevara-Corzo, Oscar Begambre-Carrilloinfo:eu-repo/semantics/openAccessAcceso abiertohttp://purl.org/coar/access_right/c_abf2Revista Ingeniería y Ciencias, Vol. 16 Núm. 32 (2020)Automatic Design of Large-Scale Trusses: A Comparison Between Derivative-Free AlgorithmsDiseño automático de cerchas de granescala: una comparación entre algoritmoslibres de derivadasarticleinfo:eu-repo/semantics/articlepublishedVersioninfo:eu-repo/semantics/publishedVersionArtículohttp://purl.org/coar/version/c_970fb48d4fbd8a85http://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Multi-objective metaheuristic optimizationarticulatedstructurestrusseslarge scaleOptimización metaheurística multiobjetivoestructurasarticuladascerchagran escalaNiño-Alvarez, LuisGuevara-Corzo, JeffreyBegambre-Carrillo, OscarUniversidad Industrial de SantanderIngeniería y Ciencias163283108THUMBNAILminaitura-ig_Mesa de trabajo 1.jpgminaitura-ig_Mesa de trabajo 1.jpgimage/jpeg265796https://repository.eafit.edu.co/bitstreams/8742a791-219e-4921-b1dc-ad7c8938cc06/downloadda9b21a5c7e00c7f1127cef8e97035e0MD51ORIGINALdocument - 2021-04-28T220525.056.pdfdocument - 2021-04-28T220525.056.pdfPDF Completoapplication/pdf2562812https://repository.eafit.edu.co/bitstreams/383c8e29-46e8-4485-b3ca-13252af30e3e/downloadcf4e551d5d672880448df0b33a12edbbMD52articulo - copia (4).htmlarticulo - copia (4).htmlHTML Completotext/html375https://repository.eafit.edu.co/bitstreams/2845e9e6-6db6-4352-b8c8-e5069a6664fa/download2ec1feba70797e576aa9f1da9beb82a0MD5310784/25806oai:repository.eafit.edu.co:10784/258062021-04-28 22:07:14.343open.accesshttps://repository.eafit.edu.coRepositorio Institucional Universidad EAFITrepositorio@eafit.edu.co