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dc.contributor.author | García-Segura, Tatiana | es_ES |
dc.contributor.author | Yepes, V. | es_ES |
dc.contributor.author | Alcalá González, Julián | es_ES |
dc.date.accessioned | 2017-02-07T10:59:56Z | |
dc.date.available | 2017-02-07T10:59:56Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 2046-0546 | |
dc.identifier.uri | http://hdl.handle.net/10251/77689 | |
dc.description.abstract | [EN] In bridge design, many variables like material grades, cross-sectional dimensions, passive and prestressing steel need to be modeled to evaluate structural performance. Efficiency gains are intended while satisfying the serviceability and ultimate limit states imposed by the structural code. In this paper, a computer-support tool is presented to analyze continuous post-tensioned concrete (PSC) box-girder road bridges, to minimize the cost as well as to provide optimum design variables. The program encompasses six modules to perform the optimization process, the finite-element analysis, and the limit states verification. The methodology is defined and applied to a case study. A harmony search (HS) algorithm optimizes 33 variables that define a three-span PSC box-girder bridge located in a coastal region. However, the same procedure could be implemented to optimize any structure. This tool enables one to define the fixed parameters and the variables that are optimized by the heuristic algorithm. Moreover, the output provides useful rules to guide engineers in designing PSC box-girder road bridges. | es_ES |
dc.description.sponsorship | 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 Universitat Politècnica de València (PAID-02-15). | |
dc.language | Inglés | es_ES |
dc.publisher | WIT Press | es_ES |
dc.relation.ispartof | International Journal of Computational Methods and Experimental Measurements | es_ES |
dc.rights | Reserva de todos los derechos | es_ES |
dc.subject | Box-girder bridges | es_ES |
dc.subject | Computer-support tool | es_ES |
dc.subject | Harmony search | es_ES |
dc.subject | Post-tensioned concrete | es_ES |
dc.subject.classification | INGENIERIA DE LA CONSTRUCCION | es_ES |
dc.subject.classification | EXPRESION GRAFICA EN LA INGENIERIA | es_ES |
dc.title | Computer-support tool to optimize bridges automatically | es_ES |
dc.type | Artículo | es_ES |
dc.identifier.doi | 10.2495/CMEM-V5-N2-171-178 | |
dc.relation.projectID | info:eu-repo/grantAgreement/MINECO//BIA2014-56574-R/ES/TOMA DE DECISIONES EN LA GESTION DEL CICLO DE VIDA DE PUENTES PRETENSADOS DE ALTA EFICIENCIA SOCIAL Y MEDIOAMBIENTAL BAJO PRESUPUESTOS RESTRICTIVOS/ | es_ES |
dc.relation.projectID | info:eu-repo/grantAgreement/UPV//PAID-02-15/ | es_ES |
dc.rights.accessRights | Abierto | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos - Escola Tècnica Superior d'Enginyers de Camins, Canals i Ports | es_ES |
dc.contributor.affiliation | Universitat Politècnica de València. Instituto de Ciencia y Tecnología del Hormigón - Institut de Ciència i Tecnologia del Formigó | es_ES |
dc.description.bibliographicCitation | García-Segura, T.; Yepes, V.; Alcalá González, J. (2017). Computer-support tool to optimize bridges automatically. International Journal of Computational Methods and Experimental Measurements. 5(2):171-178. https://doi.org/10.2495/CMEM-V5-N2-171-178 | es_ES |
dc.description.accrualMethod | S | es_ES |
dc.relation.publisherversion | https://www.witpress.com/elibrary/cmem-volumes/5/2/1617 | es_ES |
dc.description.upvformatpinicio | 171 | es_ES |
dc.description.upvformatpfin | 178 | es_ES |
dc.type.version | info:eu-repo/semantics/publishedVersion | es_ES |
dc.description.volume | 5 | es_ES |
dc.description.issue | 2 | es_ES |
dc.relation.senia | 321294 | es_ES |
dc.contributor.funder | Ministerio de Economía y Competitividad | |
dc.contributor.funder | Universitat Politècnica de València |