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Modification of the stress-state of cable-stayed bridge due to staggered erection of their superstructure

Autor
Lozano-Galant, J.A.; Ruiz-Ripoll, L.; Paya-Zaforteza, I.; Turmo, J.
Tipus d'activitat
Article en revista
Revista
Baltic journal of road and bridge engineering
Data de publicació
2014-12
Volum
9
Número
4
Pàgina inicial
241
Pàgina final
250
DOI
https://doi.org/10.3846/bjrbe.2014.30 Obrir en finestra nova
Repositori
http://hdl.handle.net/2117/27292 Obrir en finestra nova
URL
http://www.bjrbe.vgtu.lt/volumes/en/volume9/number4/01.php Obrir en finestra nova
Resum
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 ...
Citació
Lozano-Galant, J.A. [et al.]. Modification of the stress-state of cable-stayed bridge due to staggered erection of their superstructure. "Baltic journal of road and bridge engineering", Desembre 2014, vol. 9, núm. 4, p. 241-250.
Paraules clau
cable-stayed bridge, construction process, erection, simulation, stay force, tensioning process
Grup de recerca
EC - Enginyeria de la Construcció

Participants

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

Arxius