Mostra el registre d'ítem simple

dc.contributor.authorLozano Galant, José Antonio
dc.contributor.authorXu, Dong
dc.contributor.authorTurmo Coderque, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2017-12-05T16:02:47Z
dc.date.issued2017
dc.identifier.citationLozano-Galant, J., Xu, D., Turmo, J. Analysis of cable-stayed bridge construction. A: International Association for Bridge and Structural Engineering Symposium. "IABSE Symposium: Vancouver, 2017: Engineering the Future". Vancouver, BC: International Association for Bridge and Structural Engineers (IABSE), 2017, p. 785-792.
dc.identifier.isbn978-3-85748-153-6
dc.identifier.urihttp://hdl.handle.net/2117/111608
dc.description.abstractOne of the most important causes of the rapid progress of cable-stayed bridges in recent decades is the development of the construction techniques that made their erection possible. Cantilever method and temporary support method are the most common procedures to build such bridges. The temporary support method is the fastest way of building cable-stayed bridges because conventional construction techniques may be used. This fact simplifies the erection task and leads to lower costs. However, when environmental factors or the requirements of the foundations or the sea or river crossing prevent the placement of temporary supports during construction, the cantilever erection method is commonly used. Focus on the research has been mainly devoted to the structural behavior of these structures under construction or service conditions, but the erection procedures and their calculations are not so studied. This paper aims to present practical tools to be used by the designer or the contractor for construction control of the tensioning process of the stays. Namely, a procedure to calculate the stress to be given to the first strand when the strand by strand tensioning technique is used and a procedure to update rationally the tensioning process of a cable stayed bridge when divergence between the foreseen stresses in the stays and the actual ones are noticeable.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherInternational Association for Bridge and Structural Engineers (IABSE)
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
dc.subject.lcshCable-stayed bridges--Design and construction
dc.subject.otherCable-stayed bridge
dc.subject.otherstrand by strand technique
dc.subject.otherconstruction control
dc.subject.otherprestressing
dc.subject.otherobjective service state
dc.subject.othertensioning process
dc.titleAnalysis of cable-stayed bridge construction
dc.typeConference report
dc.subject.lemacPonts atirantats -- Disseny i construcció
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.rights.accessRestricted access - publisher's policy
drac.iddocument21138554
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
upcommons.citation.authorLOZANO-GALANT, J., Xu, D., Turmo, J.
upcommons.citation.contributorInternational Association for Bridge and Structural Engineering Symposium
upcommons.citation.pubplaceVancouver, BC
upcommons.citation.publishedtrue
upcommons.citation.publicationNameIABSE Symposium: Vancouver, 2017: Engineering the Future
upcommons.citation.startingPage785
upcommons.citation.endingPage792


Fitxers d'aquest items

Imatge en miniatura

Aquest ítem apareix a les col·leccions següents

Mostra el registre d'ítem simple

Tots els drets reservats. Aquesta obra està protegida pels drets de propietat intel·lectual i industrial corresponents. Sense perjudici de les exempcions legals existents, queda prohibida la seva reproducció, distribució, comunicació pública o transformació sense l'autorització del titular dels drets