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

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

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dc.contributor.author Lozano-Galant, Jose Antonio es_ES
dc.contributor.author Ruiz Ripoll, Lidia es_ES
dc.contributor.author Paya-Zaforteza I. es_ES
dc.contributor.author Turmo, José es_ES
dc.date.accessioned 2015-05-20T10:47:16Z
dc.date.available 2015-05-20T10:47:16Z
dc.date.issued 2014
dc.identifier.issn 1822-427X
dc.identifier.uri http://hdl.handle.net/10251/50545
dc.description.abstract In 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.sponsorship The 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.language Inglés es_ES
dc.publisher VILNIUS GEDIMINAS TECH UNIV, SAULETEKIO AL 11, VILNIUS, LT-10223, LITHUANIA 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 Erection es_ES
dc.subject Stay force es_ES
dc.subject Simulation es_ES
dc.subject Construction process es_ES
dc.subject Tensioning process 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 Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure es_ES
dc.type Artículo es_ES
dc.identifier.doi 10.3846/bjrbe.2014.30
dc.relation.projectID info: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.projectID info: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.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 Cerrado 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.; 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.2014.30 es_ES
dc.description.accrualMethod S es_ES
dc.relation.publisherversion http://dx.doi.org/10.3846/bjrbe.2014.30 es_ES
dc.description.upvformatpinicio 241 es_ES
dc.description.upvformatpfin 250 es_ES
dc.type.version info:eu-repo/semantics/publishedVersion es_ES
dc.description.volume 9 es_ES
dc.description.issue 4 es_ES
dc.relation.senia 278017
dc.contributor.funder European Regional Development Fund es_ES
dc.contributor.funder Ministerio de Economía y Competitividad es_ES
dc.contributor.funder Ministerio de Ciencia e Innovación es_ES
dc.description.references Aboul-Ella, F. (1991). New iterative analysis of cable-stayed structures. Computers & Structures, 40(3), 549-554. doi:10.1016/0045-7949(91)90225-b es_ES
dc.description.references Bywalski, C., & KamiIński, M. (2013). RHEOLOGICAL STRAINS IN CONCRETE MODIFIED WITH STEEL FIBRE REINFORCEMENT. Journal of Civil Engineering and Management, 19(5), 656-664. doi:10.3846/13923730.2013.803497 es_ES
dc.description.references Hegab, H. I. A. (1987). Energy Analysis of Double‐Plane Cable‐Stayed Bridges. Journal of Structural Engineering, 113(10), 2174-2188. doi:10.1061/(asce)0733-9445(1987)113:10(2174) es_ES
dc.description.references Hegab, H. I. A. (1986). Energy Analysis of Cable‐Stayed Bridges. Journal of Structural Engineering, 112(5), 1182-1195. doi:10.1061/(asce)0733-9445(1986)112:5(1182) es_ES
dc.description.references Kim, T. H., Kim, Y. J., & Shin, H. M. (2014). Performance assessment of precast concrete pier cap system. Computers and Concrete, 13(4), 501-516. doi:10.12989/cac.2014.13.4.501 es_ES
dc.description.references Li, L., Ma, Z. J., & Oesterle, R. G. (2010). Improved Longitudinal Joint Details in Decked Bulb Tees for Accelerated Bridge Construction: Fatigue Evaluation. Journal of Bridge Engineering, 15(5), 511-522. doi:10.1061/(asce)be.1943-5592.0000097 es_ES
dc.description.references Lin, Y.-C. (2014). CONSTRUCTION 3D BIM-BASED KNOWLEDGE MANAGEMENT SYSTEM: A CASE STUDY. JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT, 20(2), 186-200. doi:10.3846/13923730.2013.801887 es_ES
dc.description.references Lozano-Galant, J. A., & Turmo, J. (2014). Creep and shrinkage effects in service stresses of concrete cable-stayed bridges. Computers and Concrete, 13(4), 483-499. doi:10.12989/cac.2014.13.4.483 es_ES
dc.description.references Lozano-Galant, J. A., & Turmo, J. (2014). An algorithm for simulation of concrete cable-stayed bridges built on temporary supports and considering time dependent effects. Engineering Structures, 79, 341-353. doi:10.1016/j.engstruct.2014.08.018 es_ES
dc.description.references Lozano-Galant, J. A., Dong, X., Payá-Zaforteza, I., & Turmo, J. (2013). Direct simulation of the tensioning process of cable-stayed bridges. Computers & Structures, 121, 64-75. doi:10.1016/j.compstruc.2013.03.010 es_ES
dc.description.references Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, J. (2012). Analysis of the construction process of cable-stayed bridges built on temporary supports. Engineering Structures, 40, 95-106. doi:10.1016/j.engstruct.2012.02.005 es_ES
dc.description.references Lozano-Galant, J. A., Payá-Zaforteza, I., Xu, D., & Turmo, J. (2012). Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports. Engineering Structures, 40, 119-130. doi:10.1016/j.engstruct.2012.02.022 es_ES
dc.description.references Navrátil, J., & Zich, M. (2013). Long-term deflections of cantilever segmental bridges. The Baltic Journal of Road and Bridge Engineering, 8(3), 190-195. doi:10.3846/bjrbe.2013.24 es_ES
dc.description.references Veletzos, M. J., & Restrepo, J. I. (2011). Modeling of Jointed Connections in Segmental Bridges. Journal of Bridge Engineering, 16(1), 139-147. doi:10.1061/(asce)be.1943-5592.0000112 es_ES
dc.description.references Wang, P.-H., Tang, T.-Y., & Zheng, H.-N. (2004). Analysis of cable-stayed bridges during construction by cantilever methods. Computers & Structures, 82(4-5), 329-346. doi:10.1016/j.compstruc.2003.11.003 es_ES
dc.description.references Wong, J. C. K., Lee, Y., Lo, Y. T., Wong, K. W., Leung, A. Y. T., Fok, W. K., … Yiu, C. Y. E. (2014). The correlation between the noise and vibration induced by a bridge movement joint. The Baltic Journal of Road and Bridge Engineering, 9(2), 208-214. doi:10.3846/bjrbe.2014.26 es_ES


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