Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure

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dc.contributor.authorLozano-Galant, Jose Antonioes_ES
dc.contributor.authorRuiz Ripoll, Lidiaes_ES
dc.contributor.authorPaya-Zaforteza I.es_ES
dc.contributor.authorTurmo, Josées_ES
dc.contributor.funderEuropean Regional Development Fundes_ES
dc.contributor.funderMinisterio de Economía y Competitividades_ES
dc.contributor.funderMinisterio de Ciencia e Innovaciónes_ES
dc.date.accessioned2015-05-20T10:47:16Z
dc.date.available2015-05-20T10:47:16Z
dc.date.issued2014
dc.description.abstractIn current practice, the effects of the evolutionary erection of cable-stayed bridge superstructure are rarely included into the simulation of its tensioning process. In fact, stay forces in service are usually defined in early stages of design, when the construction process has not even been conceived in detail yet. In order to fill this gap, the effects of the evolutionary erection of cable-stayed bridge superstructure throughout the tensioning process are studied in this paper. This study is focused on steel cable-stayed bridges erected on temporary supports. For the very first time a new criterion to include the effects of the evolutionary erection of cable-stayed bridges into the definition of the stay forces in the service state is presented.es_ES
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationLozano-Galant, JA.; Ruiz Ripoll, L.; Paya-Zaforteza I.; Turmo, J. (2014). Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure. Baltic Journal of Road and Bridge Engineering. 9(4):241-250. doi:10.3846/bjrbe.2014.30es_ES
dc.description.issue4es_ES
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dc.description.sponsorshipThe authors wish to thank the Ministerio de Economia y Competitividad, the Ministerio de Ciencia e Innovacion and the Junta de Comunidades de Castilla-La Mancha (Spain) for the funding provided through the research projects BIA2013-47290-R, BIA2009-13056 and PII2I09-0129-4085 directed by Jose Turmo and founded with FEDER funds.en_EN
dc.description.upvformatpfin250es_ES
dc.description.upvformatpinicio241es_ES
dc.description.volume9es_ES
dc.identifier.doi10.3846/bjrbe.2014.30
dc.identifier.issn1822-427X
dc.identifier.urihttps://riunet.upv.es/handle/10251/50545
dc.languageIngléses_ES
dc.publisherVILNIUS GEDIMINAS TECH UNIV, SAULETEKIO AL 11, VILNIUS, LT-10223, LITHUANIAes_ES
dc.relation.ispartofBaltic Journal of Road and Bridge Engineeringes_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/Junta de Comunidades de Castilla-La Mancha//PII2I09-0129-4085/ES/Optimización Del Proceso De Tesado De Puentes Atirantados Construidos Con Tableros Apeados/ /es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MICINN//BIA2009-13056/ES/Estudio Experimental Del Coeficiente De Rozamiento Entre Dovelas Prefabricadas De Hormigon Para Puentes Con Junta Seca Conjugada/es_ES
dc.relation.projectIDinfo: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.relation.publisherversionhttp://dx.doi.org/10.3846/bjrbe.2014.30es_ES
dc.relation.references10.1016/0045-7949(91)90225-Bes_ES
dc.relation.references10.3846/13923730.2013.803497es_ES
dc.relation.references10.1061/(ASCE)0733-9445(1987)113:10(2174)es_ES
dc.relation.references10.1061/(ASCE)0733-9445(1986)112:5(1182)es_ES
dc.relation.references10.12989/cac.2014.13.4.501es_ES
dc.relation.references10.1061/(ASCE)BE.1943-5592.0000097es_ES
dc.relation.references10.3846/13923730.2013.801887es_ES
dc.relation.references10.12989/cac.2014.13.4.483es_ES
dc.relation.references10.1016/j.engstruct.2014.08.018es_ES
dc.relation.references10.1016/j.compstruc.2013.03.010es_ES
dc.relation.references10.1016/j.engstruct.2012.02.005es_ES
dc.relation.references10.1016/j.engstruct.2012.02.022es_ES
dc.relation.references10.3846/bjrbe.2013.24es_ES
dc.relation.references10.1061/(ASCE)BE.1943-5592.0000112es_ES
dc.relation.references10.1016/j.compstruc.2003.11.003es_ES
dc.relation.references10.3846/bjrbe.2014.26es_ES
dc.relation.senia278017
dc.rightsReserva de todos los derechoses_ES
dc.rights.accessRightsCerradoes_ES
dc.subjectCable-stayed bridgees_ES
dc.subjectErectiones_ES
dc.subjectStay forcees_ES
dc.subjectSimulationes_ES
dc.subjectConstruction processes_ES
dc.subjectTensioning processes_ES
dc.subject.classificationINGENIERIA CARTOGRAFICA, GEODESIA Y FOTOGRAMETRIAes_ES
dc.subject.classificationPROYECTOS DE INGENIERIAes_ES
dc.subject.classificationINGENIERIA DE LA CONSTRUCCIONes_ES
dc.titleModifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructurees_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
upv.uuidc7a9d4ad-d4c7-4e4b-befa-2b33d4cade51es_ES

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