Optimización de marcos articulados prefabricados de hormigón armado mediante recocido simulado híbrido

[EN] Reinforced concrete precast hinged frames are commonly used in transportation infrastructure. Advances in optimization techniques lead to improvements in the traditional structural design process. These allow for minimizing factors such as the final cost of the structure. The present study deve...

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Detalles Bibliográficos
Autores: Ruiz-Vélez, Andrés, Kripka, Moacir, Alcalá-González, Julián|||0000-0003-1376-8441, Yepes, V.|||0000-0001-5488-6001
Tipo de recurso: artículo
Fecha de publicación:2022
País:España
Institución:Universitat Politècnica de València (UPV)
Repositorio:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Idioma:español
OAI Identifier:oai:riunet.upv.es:10251/190819
Acceso en línea:https://riunet.upv.es/handle/10251/190819
Access Level:acceso abierto
Palabra clave:Marco articulado
Prefabricado
Hormigón armado
Optimización
Metaheurísticas híbridas
Hinged frame
Precast
Reinforced concrete
Optimization
Hybrid metaheuristic
INGENIERIA DE LA CONSTRUCCION
09.- Desarrollar infraestructuras resilientes, promover la industrialización inclusiva y sostenible, y fomentar la innovación
Descripción
Sumario:[EN] Reinforced concrete precast hinged frames are commonly used in transportation infrastructure. Advances in optimization techniques lead to improvements in the traditional structural design process. These allow for minimizing factors such as the final cost of the structure. The present study developed the economic optimization of a reinforced concrete precast hinged frame. In order to do so, the hybrid metaheuristic technique of simulated annealing with a mutation operator was applied. The algorithm parameters were tuned by means of a factorial Design of Experiments. This allowed the algorithm to show excellent performance. Once tuned, the hybrid metaheuristic was applied, achieving designs with reduced final costs. Finally, a series of main characteristics are mentioned. The designs present reduced depths and considerably dense passive reinforcement designs. The results obtained position the precast structure as a particularly interesting alternative to similar cast in place structures