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...
- 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
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|
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 |
dc.type.coar.fl_str_mv |
http://purl.org/coar/resource_type/c_6501 http://purl.org/coar/resource_type/c_2df8fbb1 |
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 |
bitstream.url.fl_str_mv |
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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 |