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dc.contributor.authorAlbareda Valls, Albert
dc.contributor.authorAlentorn Puigcerver, Jaume
dc.contributor.authorMaristany Carreras, Jordi
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.date.accessioned2016-03-11T17:38:19Z
dc.date.issued2013
dc.identifier.citationAlbareda, A., Alentorn, J., Maristany, J. Numerical analysis of sliding rigid beam-column joints made from encased tubes for high-rise structures. A: International Conference on Structures and Architecture. "Structures and Architecture: New concepts, applications and challenges". Guimaraes: CRC Press, Taylor & Francis / Balkema, 2013, p. 1451-1458.
dc.identifier.isbn9780415661959
dc.identifier.urihttp://hdl.handle.net/2117/84245
dc.description.abstractOne of the disadvantages of building with tubular structures lies in executing rigid or semi-rigid joints. Up to date, the most reliable way to solve these joints is by welding; this would not be a problem if the entire welding could be done at workshop, since the available precision is much higher than in the worksite. In order to solve this problem, a new high-rise solution is proposed and analyzed in this study. The proposal is based on inserting one tube into a wider one (working as a bracket, and previously welded to the column at the workshop). Then, the proposed joint works thanks to the assemblage between the tubes, by making profit of the geometry itself. Of course the tolerance of the tubular profiles is a decisive point; for that purpose, a fine injected mortar layer is also proposed in order to fill the existing gap between them. © 2013 Taylor & Francis Group.
dc.format.extent8 p.
dc.language.isoeng
dc.publisherCRC Press, Taylor & Francis / Balkema
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.subjectÀrees temàtiques de la UPC::Edificació::Elements constructius d'edificis::Elements estructurals d'edificis
dc.subjectÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
dc.subject.lcshStructural design
dc.subject.lcshColumns, Concrete
dc.subject.lcshGirders
dc.subject.lcshStructural engineering
dc.subject.otherBeam-column joints
dc.subject.otherHigh rise structures
dc.subject.otherSemi rigid joint
dc.subject.otherTubular structures
dc.subject.otherWork sites
dc.titleNumerical analysis of sliding rigid beam-column joints made from encased tubes for high-rise structures
dc.typeConference report
dc.subject.lemacDisseny d'estructures
dc.subject.lemacColumnes de formigó
dc.subject.lemacBigues
dc.subject.lemacEnginyeria d'estructures
dc.contributor.groupUniversitat Politècnica de Catalunya. LiTA - Laboratori d'Innovació i Tecnologia en l'Arquitectura
dc.relation.publisherversionhttp://www.scopus.com/record/display.url?eid=2-s2.0-84887889335&origin=inward
dc.rights.accessRestricted access - publisher's policy
local.identifier.drac12912872
dc.description.versionPostprint (published version)
dc.date.lift10000-01-01
local.citation.authorAlbareda, A.; Alentorn, J.; Maristany, J.
local.citation.contributorInternational Conference on Structures and Architecture
local.citation.pubplaceGuimaraes
local.citation.publicationNameStructures and Architecture: New concepts, applications and challenges
local.citation.startingPage1451
local.citation.endingPage1458


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