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dc.contributor.authorBové Tous, Oriol
dc.contributor.authorCasafont Ribera, Miguel
dc.contributor.authorFerrer Ballester, Miquel
dc.contributor.authorLópez Almansa, Francisco
dc.contributor.authorRoure Fernández, Francisco
dc.contributor.otherUniversitat Politècnica de Catalunya. Doctorat en Anàlisi Estructural
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Resistència de Materials i Estructures a l'Enginyeria
dc.contributor.otherUniversitat Politècnica de Catalunya. Departament de Tecnologia de l'Arquitectura
dc.date.accessioned2021-01-12T11:28:20Z
dc.date.available2021-01-12T11:28:20Z
dc.date.issued2020-12
dc.identifier.citationBove, O. [et al.]. Systemized structural predesign method for selective racks. "Journal of structural engineering (New York, N.Y.)", Desembre 2020, vol. 146, núm. 12, p. 04020276/1-04020276/13.
dc.identifier.issn0733-9445
dc.identifier.urihttp://hdl.handle.net/2117/335156
dc.description.abstractThis paper presents a simplified stability-based method for practical structural predesign of down-aisle unbraced frames of selective racks. Given the uniformity of actual racks, only a single upright and its adjoining half beams were modeled, discretized with two-dimensional (2D) beam elements; the flexibility of the upright–beam and upright–floor connections was represented with linear springs. Such a model is used for linear buckling and second-order analyses. The proposed method consists of iteratively resizing the structural members according to cost and stability criteria (linear buckling analysis) until the serviceability limit state (SLS) and ultimate limit state (ULS) are satisfied (second order analysis). Specific procedures were developed to accelerate the computations. Two practical examples were analyzed to assess the performance of the proposed method. Compared with conventional design approaches for racks, the method was faster, and resulted in less-expensive structures. The simplification involved in the single-column consideration is sufficiently accurate. Some ideas about efficient methods of improving the stability of racks were presented.
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::Enginyeria civil::Materials i estructures
dc.subject.lcshStructural design
dc.subject.otherStructural stability
dc.subject.otherLinear analysis
dc.subject.otherStructural models
dc.subject.otherLimit states
dc.subject.otherBeams
dc.subject.otherFrames
dc.subject.otherTwo-dimensional models
dc.subject.otherStructural systems
dc.titleSystemized structural predesign method for selective racks
dc.typeArticle
dc.subject.lemacDisseny d'estructures
dc.contributor.groupUniversitat Politècnica de Catalunya. REMM - Recerca en Estructures i Mecànica de Materials
dc.contributor.groupUniversitat Politècnica de Catalunya. GMNE - Grup de Mètodes Numèrics en Enginyeria
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002849
dc.description.peerreviewedPeer Reviewed
dc.relation.publisherversionhttps://ascelibrary.org/doi/10.1061/%28ASCE%29ST.1943-541X.0002849
dc.rights.accessOpen Access
local.identifier.drac29948345
dc.description.versionPostprint (published version)
local.citation.authorBove, O.; Casafont, M.; Ferrer, M.; Lopez Almansa, F.; Roure, F.
local.citation.publicationNameJournal of structural engineering (New York, N.Y.)
local.citation.volume146
local.citation.number12
local.citation.startingPage04020276/1
local.citation.endingPage04020276/13


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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