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dc.contributor.authorLozano Galant, José Antonio
dc.contributor.authorTurmo Coderque, José
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
dc.date.accessioned2018-02-06T11:51:22Z
dc.date.issued2017
dc.identifier.citationLozano-Galant, J. A., Turmo, J. Modelling construction of footbridges with cables. A: International Footbridge Conference. "FOOTBRIDGE 2017 Berlin: tell a story: conference proceedings". Berlin: Technishe Universität Berlin, 2017, p. 272-273.
dc.identifier.isbn978-3-9818968-0-0
dc.identifier.urihttp://hdl.handle.net/2117/113796
dc.description.abstractThe usual moderate dimensions of footbridges allow design architects (and sometimes engineers) to provide such structures with capricious forms. Under such circumstances, the analysis of the service state is usually very thorough, devoting to the study of the construction stages much less attention. However, it is very well known that the construction procedure can determine the service stage. Moreover, dimensions of footbridges also allow a wide range of construction procedures. For example, when cables are used to help to support the deck, as in cable stayed bridges, those are, namely, cantilever method, temporary support method, movement of the bridge to its final position as well as bridge launching. When the cables are used in tied arch bridges most of the previously mentioned methods might be used, especially temporary support method, movement of the bridge to its final position as well as bridge launching techniques. Having this in mind, it is crucial for the designer and for the contractor to have practical tools for construction control of the tensioning process of the stays, as this will condition the service stresses of the bridges. This is challenging, as the prestressing of one stay affects the stresses of the already installed stays. This paper will present a procedure to calculate the stress to be given to the first strand of a stay when the strand by strand tensioning technique is used. Also, a procedure to modify the tensioning process of a cable supported bridges to minimize deviation between design and actual stay stresses in service will be presented.
dc.format.extent2 p.
dc.language.isoeng
dc.publisherTechnishe Universität Berlin
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Tipologies estructurals
dc.subject.lcshPedestrian bridges
dc.subject.otherprestressing
dc.subject.othercable stayed bridges
dc.subject.otherstrand-by-strand stressing technique
dc.subject.otherconstruction modelling
dc.subject.otherservice state
dc.subject.otherstressing process
dc.titleModelling construction of footbridges with cables
dc.typeConference lecture
dc.subject.lemacPassarel·les
dc.contributor.groupUniversitat Politècnica de Catalunya. EC - Enginyeria de la Construcció
dc.identifier.doi10.24904/footbridge2017.08794
dc.relation.publisherversionhttps://structurae.net/literature/conference-paper/modelling-construction-of-footbridges-with-cables
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac21138501
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorLozano-Galant, J. A.; Turmo, J.
local.citation.contributorInternational Footbridge Conference
local.citation.pubplaceBerlin
local.citation.publicationNameFOOTBRIDGE 2017 Berlin: tell a story: conference proceedings
local.citation.startingPage272
local.citation.endingPage273


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