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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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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

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Título: Effects in service of the staggered construction of cable-stayed bridges built on temporary supports
Autor: Lozano Galant, José Antonio Paya-Zaforteza, Ignacio Turmo Coderque, José
Entidad UPV: 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
Fecha difusión:
Resumen:
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 ...[+]
Palabras clave: Cable-stayed bridge , Temporary Supports , Construction Joint , Optimization , Objective Service Stage
Derechos de uso: Reserva de todos los derechos
Fuente:
Baltic Journal of Road and Bridge Engineering. (issn: 1822-427X )
DOI: 10.3846/bjrbe.2015.31
Editorial:
"Technika", Vilnius Gediminas Technical University,
Versión del editor: http://dx.doi.org/10.3846/bjrbe.2015.31
Código del Proyecto:
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/
Agradecimientos:
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.
Tipo: Artículo

References

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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 [+]
Cluley, N. C., & Shepherd, R. (1996). Analysis of concrete cable-stayed bridges for creep, shrinkage and relaxation effects. Computers & Structures, 58(2), 337-350. doi:10.1016/0045-7949(95)00131-y

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