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

Autor
Lozano-Galant, J.A.; Paya-Zaforteza, I.; Turmo, J.
Tipus d'activitat
Article en revista
Revista
Baltic journal of road and bridge engineering
Data de publicació
2015-01
Volum
10
Número
3
Pàgina inicial
247
Pàgina final
254
DOI
https://doi.org/10.3846/bjrbe.2015.31 Obrir en finestra nova
Projecte finançador
Sistema de apoyo a la toma de decisiones durante el ciclo de vida de las infraestructuras: smart-infrastructures
Repositori
http://hdl.handle.net/2117/86550 Obrir en finestra nova
URL
http://jml2012.indexcopernicus.com/abstract.php?icid=1171156 Obrir en finestra nova
Resum
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-...
Citació
Lozano-Galant, J.A., Paya-Zaforteza, I., Turmo, J. Effects in service of the staggered construction of cable-stayed bridges built on temporary supports. "Baltic journal of road and bridge engineering", Gener 2015, vol. 10, núm. 3, p. 247-254.
Paraules clau
Algorithm, Creep, Shrinkage, Simulation, cable-stayed bridge, construction joint, objective service stage, optimization, temporary supports
Grup de recerca
EC - Enginyeria de la Construcció

Participants

  • Lozano Galant, José Antonio  (autor)
  • Payá Zaforteza, Ignacio Javier  (autor)
  • Turmo Coderque, Jose  (autor)

Arxius