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

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...

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Detalles Bibliográficos
Autores: Lozano Galant, José Antonio, Payá Zaforteza, Ignacio Javier, Turmo Coderque, José|||0000-0001-5001-2438
Tipo de recurso: artículo
Fecha de publicación:2015
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/86550
Acceso en línea:https://hdl.handle.net/2117/86550
https://dx.doi.org/10.3846/bjrbe.2015.31
Access Level:acceso abierto
Palabra clave:Cable-stayed bridges
cable-stayed bridge
temporary supports
construction joint
optimization
objective service stage
Simulation
Shrinkage
Algorithm
Creep
Ponts atirantats
Àrees temàtiques de la UPC::Edificació::Tècniques i sistemes constructius
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques
Descripción
Sumario: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.