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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Bibliographic Details
Authors: Ruiz-Vélez, Andrés, Kripka, Moacir, Alcalá-González, Julián|||0000-0003-1376-8441, Yepes, V.|||0000-0001-5488-6001
Format: article
Publication Date:2022
Country:España
Institution:Universitat Politècnica de València (UPV)
Repository:RiuNet. Repositorio Institucional de la Universitat Politécnica de Valéncia
Language:Spanish
OAI Identifier:oai:riunet.upv.es:10251/190819
Online Access:https://riunet.upv.es/handle/10251/190819
Access Level:Open access
Keyword: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
Description
Summary:[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