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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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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

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Título: Modifications of the stress-state of cable-stayed bridges due to staggered construction of their superstructure
Autor:
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:
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 ...[+]
Palabras clave: Cable-stayed bridge , Erection , Stay force , Simulation , Construction process , Tensioning process
Derechos de uso: Cerrado
Fuente:
Baltic Journal of Road and Bridge Engineering. (issn: 1822-427X )
DOI: 10.3846/bjrbe.2014.30
Editorial:
VILNIUS GEDIMINAS TECH UNIV, SAULETEKIO AL 11, VILNIUS, LT-10223, LITHUANIA
Versión del editor: http://dx.doi.org/10.3846/bjrbe.2014.30
Agradecimientos:
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 ...[+]
Tipo: Artículo

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