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Effects in service of the staggered construction of cable-stayed bridges built on temporary supports
dc.contributor.author | Lozano Galant, José Antonio |
dc.contributor.author | Payá Zaforteza, Ignacio Javier |
dc.contributor.author | Turmo Coderque, José |
dc.contributor.other | Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental |
dc.date.accessioned | 2016-05-04T09:17:05Z |
dc.date.available | 2016-05-04T09:17:05Z |
dc.date.issued | 2015-01 |
dc.identifier.citation | 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. |
dc.identifier.issn | 1822-427X |
dc.identifier.uri | http://hdl.handle.net/2117/86550 |
dc.description.abstract | 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. |
dc.format.extent | 8 p. |
dc.language.iso | eng |
dc.rights.uri | http://creativecommons.org/licenses/by-nc-nd/3.0/es/ |
dc.subject | Àrees temàtiques de la UPC::Edificació::Tècniques i sistemes constructius |
dc.subject | Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures metàl·liques |
dc.subject.lcsh | Cable-stayed bridges |
dc.subject.other | cable-stayed bridge |
dc.subject.other | temporary supports |
dc.subject.other | construction joint |
dc.subject.other | optimization |
dc.subject.other | objective service stage |
dc.subject.other | Simulation |
dc.subject.other | Shrinkage |
dc.subject.other | Algorithm |
dc.subject.other | Creep |
dc.title | Effects in service of the staggered construction of cable-stayed bridges built on temporary supports |
dc.type | Article |
dc.subject.lemac | Ponts atirantats |
dc.contributor.group | Universitat Politècnica de Catalunya. EC - Enginyeria de la Construcció |
dc.identifier.doi | 10.3846/bjrbe.2015.31 |
dc.description.peerreviewed | Peer Reviewed |
dc.relation.publisherversion | http://jml2012.indexcopernicus.com/abstract.php?icid=1171156 |
dc.rights.access | Open Access |
local.identifier.drac | 17072895 |
dc.description.version | Postprint (published version) |
local.citation.author | Lozano-Galant, J.A.; Paya-Zaforteza, I.; Turmo, J. |
local.citation.publicationName | Baltic journal of road and bridge engineering |
local.citation.volume | 10 |
local.citation.number | 3 |
local.citation.startingPage | 247 |
local.citation.endingPage | 254 |
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