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dc.contributor.authorRasmussen, KJR
dc.contributor.authorGilbert, BP
dc.date.accessioned2018-11-09T12:32:54Z
dc.date.available2018-11-09T12:32:54Z
dc.date.issued2013
dc.date.modified2014-04-30T23:58:29Z
dc.identifier.issn0733-9445
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0000665
dc.identifier.urihttp://hdl.handle.net/10072/54355
dc.description.abstractThe paper summarizes the main new design provisions included in the recently revised Australian standard for steel storage racks. The standard features multitiered analysis provisions ranging from basic linear-elastic analysis-based provisions to highly advanced integrated design-analysis [geometric and material nonlinear analysis with imperfections (GMNIA)] provisions that allow the analysis and design to be completed in one step. The GMNIA provisions distinguish between beam element–based and shell element–based analysis according to cross section slenderness and provide rules for the imperfections to use for the two types of analysis, including imperfections in the local and distortional buckling modes for the shell element–based analysis. The selection of the system-based reliability (resistance) factor (ϕs) is discussed. The standard is seen as the most advanced design code of its type currently available for frame-type steel structures. The paper also provides an in-depth discussion about the use of linear and nonlinear elastic analysis methods for the design of steel storage racks and how torsion may be considered in determining design capacities while not in the structural analysis.
dc.description.peerreviewedYes
dc.description.publicationstatusYes
dc.format.extent513430 bytes
dc.format.mimetypeapplication/pdf
dc.languageEnglish
dc.language.isoen_US
dc.publisherASCE
dc.publisher.placeUnited States
dc.relation.ispartofstudentpublicationN
dc.relation.ispartofpagefrom849
dc.relation.ispartofpageto859
dc.relation.ispartofissueSpecial issue
dc.relation.ispartofjournalJournal of Structural Engineering
dc.relation.ispartofvolume139
dc.rights.retentionY
dc.subject.fieldofresearchStructural Engineering
dc.subject.fieldofresearchCivil Engineering
dc.subject.fieldofresearchcode090506
dc.subject.fieldofresearchcode0905
dc.titleAnalysis-based design provisions for steel storage racks
dc.typeJournal article
dc.type.descriptionC1 - Articles
dc.type.codeC - Journal Articles
gro.rights.copyright© 2013 American Society of Civil Engineers (ASCE). This is the author-manuscript version of this paper. Reproduced in accordance with the copyright policy of the publisher. Please refer to the journal's website for access to the definitive, published version.
gro.date.issued2013
gro.hasfulltextFull Text
gro.griffith.authorGilbert, Benoit


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