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Design optimization of precast-prestressed concrete road bridges with steel fiber-reinforcement by a hybrid evolutionary algorithm

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Design optimization of precast-prestressed concrete road bridges with steel fiber-reinforcement by a hybrid evolutionary algorithm

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Yepes, V.; Martí Albiñana, JV.; García-Segura, T. (2017). Design optimization of precast-prestressed concrete road bridges with steel fiber-reinforcement by a hybrid evolutionary algorithm. International Journal of Computational Methods and Experimental Measurements. 5(2):179-189. doi:10.2495/CMEM-V5-N2-179-189

Por favor, use este identificador para citar o enlazar este ítem: http://hdl.handle.net/10251/77694

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Title: Design optimization of precast-prestressed concrete road bridges with steel fiber-reinforcement by a hybrid evolutionary algorithm
Author:
UPV Unit: Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports
Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó
Issued date:
Abstract:
[EN] In this paper, the influence of steel fiber-reinforcement when designing precast-prestressed concrete (PPC) road bridges with a double U-shape cross-section is studied through heuristic optimization. A hybrid evolutionary ...[+]
Subjects: Hybrid evolutionary algorithm , Precast-prestressed concrete , Steel fiber-reinforcement , U-shape cross-section
Copyrigths: Reserva de todos los derechos
Source:
International Journal of Computational Methods and Experimental Measurements. (issn: 2046-0546 )
DOI: 10.2495/CMEM-V5-N2-179-189
Publisher:
WIT Press
Publisher version: https://www.witpress.com/elibrary/cmem-volumes/5/2/1618
Thanks:
The authors acknowledge the financial support of the Spanish Ministry of Economy and Competitiveness, along with FEDER funding (BRIDLIFE Project: BIA2014-56574-R) and the Research and Development Support Program of Polytechnic ...[+]
Type: Artículo

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