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Effects in service of the staggered construction of cable-stayed bridges built on temporary supports

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Effects in service of the staggered construction of cable-stayed bridges built on temporary supports

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dc.contributor.author Lozano Galant, José Antonio es_ES
dc.contributor.author Paya-Zaforteza, Ignacio es_ES
dc.contributor.author Turmo Coderque, José es_ES
dc.date.accessioned 2016-04-18T06:37:06Z
dc.date.available 2016-04-18T06:37:06Z
dc.date.issued 2015
dc.identifier.issn 1822-427X
dc.identifier.uri http://hdl.handle.net/10251/62694
dc.description.abstract Cable-stayed bridges can be rarely built on a single construction stage and staggered construction is commonly used. The effects of this staggered construction are not only economical as they might also play an important role in the structural behaviour in service. Despite of this importance, these effects are rarely included into the definition of the structural response in service. In order to fill this gap, this paper deals with the effects in service of the staggered erection of steel cable-stayed bridges built on temporary supports. To do so, a criterion based on the minimization of the bending energy in terms of stay forces is applied to several cable-stayed bridges. This study shows the importance of the existence of the pylon-deck connection as well as the number and location of both construction joints and temporary supports during staggered erection es_ES
dc.description.sponsorship The authors thank the Spanish Ministerio de Economia y Competitividad and the FEDER funds for the funding provided through the research grant BIA2013-47290-R directed by Jose Turmo. en_EN
dc.language Inglés es_ES
dc.publisher "Technika", Vilnius Gediminas Technical University, es_ES
dc.relation.ispartof Baltic Journal of Road and Bridge Engineering es_ES
dc.rights Reserva de todos los derechos es_ES
dc.subject Cable-stayed bridge es_ES
dc.subject Temporary Supports es_ES
dc.subject Construction Joint es_ES
dc.subject Optimization es_ES
dc.subject Objective Service Stage es_ES
dc.subject.classification INGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIA es_ES
dc.subject.classification PROYECTOS DE INGENIERIA es_ES
dc.subject.classification INGENIERIA DE LA CONSTRUCCION es_ES
dc.title Effects in service of the staggered construction of cable-stayed bridges built on temporary supports es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3846/bjrbe.2015.31
dc.relation.projectID info:eu-repo/grantAgreement/MINECO//BIA2013-47290-R/ES/SISTEMA DE APOYO A LA TOMA DE DECISIONES DURANTE EL CICLO DE VIDA DE LAS INFRAESTRUCTURAS: SMART-INFRASTRUCTURES/ es_ES
dc.rights.accessRights Abierto es_ES
dc.contributor.affiliation Universitat Politècnica de València. Departamento de Ingeniería de la Construcción y de Proyectos de Ingeniería Civil - Departament d'Enginyeria de la Construcció i de Projectes d'Enginyeria Civil es_ES
dc.description.bibliographicCitation Lozano Galant, JA.; Paya-Zaforteza, I.; Turmo Coderque, J. (2015). Effects in service of the staggered construction of cable-stayed bridges built on temporary supports. Baltic Journal of Road and Bridge Engineering. 10(3):247-254. https://doi.org/10.3846/bjrbe.2015.31 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.3846/bjrbe.2015.31 es_ES
dc.description.upvformatpinicio 247 es_ES
dc.description.upvformatpfin 254 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 10 es_ES
dc.description.issue 3 es_ES
dc.relation.senia 293278 es_ES
dc.contributor.funder Ministerio de Economía y Competitividad es_ES
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