Mostra el registre d'ítem simple

dc.contributor.authorLozano Galant, José Antonio
dc.contributor.authorTurmo Coderque, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria de la Construcció
dc.date.accessioned2015-04-14T15:36:16Z
dc.date.created2014-04
dc.date.issued2014-04
dc.identifier.citationLozano-Galant, J.A.; Turmo, J. Creep and shrinkage effects in service stresses of concrete cable-stayed bridges. "Computers and concrete", Abril 2014, vol. 13, núm. 4, p. 483-499.
dc.identifier.issn1598-8198
dc.identifier.urihttp://hdl.handle.net/2117/27333
dc.description.abstractMost of the methods presented in the literature to define the target service stresses (Objective Service Stage, OSS) of cable-stayed bridges rarely include the time-dependent phenomena effects. Nevertheless, especially in concrete structures, this assumption might be on the unsafe side because time-dependent phenomena usually modify service stresses. To fill this gap, this paper studies the time-dependent phenomena effects into service stresses of concrete cable-stayed bridges. After illustrating the important role of these phenomena in an asymmetrical cable-stayed bridge without backstay, a new method to include their effects into the OSS is presented. An important issue to be considered in this method is the target time in which the OSS is defined to be achieved. The application of this method to two different structures showed the convenience of defining the OSS to be achieved at early times because that way the envelope of service stresses is reduced.
dc.format.extent17 p.
dc.language.isoeng
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
dc.subject.lcshCable-stayed bridges
dc.subject.otherCable-stayed bridge
dc.subject.otherConcrete
dc.subject.otherCreep
dc.subject.otherService stresses
dc.subject.otherShrinkage
dc.subject.otherTime-dependent phenomena
dc.titleCreep and shrinkage effects in service stresses of concrete cable-stayed bridges
dc.typeArticle
dc.subject.lemacPonts atirantats
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.12989/cac.2014.13.4.483
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttp://www.techno-press.org/content/?page=article&journal=cac&volume=13&num=4&ordernum=4
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac14907315
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorLozano-Galant, J.A.; Turmo, J.
local.citation.publicationNameComputers and concrete
local.citation.volume13
local.citation.number4
local.citation.startingPage483
local.citation.endingPage499


Fitxers d'aquest items

Imatge en miniatura

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple