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dc.contributor.authorSanabra Loewe, Marc
dc.contributor.authorCapellà Llovera, Joaquim
dc.contributor.authorRamírez Anaya, Sandra
dc.contributor.authorPujadas Gispert, Ester
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.date.accessioned2021-04-12T15:50:05Z
dc.date.issued2021-01-15
dc.identifier.citationSanabra, M. [et al.]. A path to more versatile code provisions for slab deflection control. "Proceedings of the Institution of Civil Engineers. Structures and buildings", 15 Gener 2021,
dc.identifier.issn0965-0911
dc.identifier.urihttp://hdl.handle.net/2117/343562
dc.description.abstractAn assessment of the methods of codes ACI-318 and Eurocode 2 is performed to establish a minimum slenderness for reinforced concrete slabs, which is a simplified method for controlling the deflection of slabs. This assessment is performed by comparing these methods between themselves and with two other methods that have inspired, among others, the Australian Standard for Concrete Structures. The evaluated variables include those that most influence deflection control (span, load, and allowable deflection). The study cases include spans that range from 6 m (20 ft.) to 12 m (40 ft.) and loads that range from 5 kN/m2 (104 lb/ft2) to 15 kN/m2(313 lb/ft2). The results of the study reveal some of the key advantages and shortcomings of the ACI-318 and Eurocode 2 provisions. Suggestions are given to improve the current provisions of the codes. Methods that are not too complicated but more refined can help code provisions become more versatile. This work aims to minimize potential problems caused by designing excessively thick slabs (heavy and pollutant) or excessively slender slabs (too deformable).
dc.language.isoeng
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 Spain
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.subject.lcshReinforced concrete
dc.subject.lcshStructural engineering
dc.subject.lcshFlexure
dc.subject.otherDeflection control
dc.subject.otherServiceability
dc.subject.otherStructural codes
dc.titleA path to more versatile code provisions for slab deflection control
dc.typeArticle
dc.subject.lemacFormigó armat
dc.subject.lemacEnginyeria d'estructures
dc.subject.lemacFlexió (Mecànica)
dc.subject.lemaccodis estandar
dc.contributor.groupUniversitat Politècnica de Catalunya. LiTA - Laboratori d'Innovació i Tecnologia en l'Arquitectura
dc.contributor.groupUniversitat Politècnica de Catalunya. GREiP - Grup de Recerca d'Edificació i Patrimoni
dc.identifier.doi10.1680/jstbu.20.00205
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://www.icevirtuallibrary.com/doi/pdf/10.1680/jstbu.20.00205
dc.rights.accessRestricted access - author's decision
local.identifier.drac30466171
dc.description.versionPostprint (author's final draft)
dc.date.lift10000-01-01
local.citation.authorSanabra, M.; Capellà, J.; Ramírez, S.; Pujadas, E.
local.citation.publicationNameProceedings of the Institution of Civil Engineers. Structures and buildings
dc.description.sdgObjectius de Desenvolupament Sostenible::12 - Producció i Consum Responsables
dc.description.sdgObjectius de Desenvolupament Sostenible::11 - Ciutats i Comunitats Sostenibles


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Attribution-NonCommercial-NoDerivs 3.0 Spain
Except where otherwise noted, content on this work is licensed under a Creative Commons license : Attribution-NonCommercial-NoDerivs 3.0 Spain