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dc.contributor.authorJ.R. Rasmussen, Kimen_US
dc.contributor.authorGilbert, Benoiten_US
dc.contributor.editorL. Dunai, M. Ivanyi, K. Jarmai, N. Kovacs, L. Gergely Vighen_US
dc.date.accessioned2017-05-03T15:53:36Z
dc.date.available2017-05-03T15:53:36Z
dc.date.issued2011en_US
dc.date.modified2012-02-17T05:09:12Z
dc.identifier.refurihttp://eurosteel2011.com/index.php?menu=1.en_US
dc.identifier.urihttp://hdl.handle.net/10072/42901
dc.description.abstractNew methods of analysis and design were incorporated in the recent draft revision of the Australian Standard for steel storage racks. The new analysis provisions allow the design to based on elastic methods of analysis or inelastic large displacement analysis methods which account for imperfections and other effects influencing the design capacity. In the latter case, the design may be undertaken entirely by analysis without the need for checking member and connection capacities to a structural standard. The paper presents a comparative study of the design capacities of steel rack frames based on linear analysis (LA), geometric nonlinear analysis (GNA) and geometric and material nonlinear analysis (GMNIA). In the case of linear and geometric nonlinear analyses, the design is carried out to the Australian cold-formed steel structures AS/NZS4600. The study includes braced, unbraced and semi-braced frames, and compact and non-compact cross-sections. The paper shows axial force and bending moment paths for geometric and geometric and material nonlinear analyses, and explains the causes of the differences observed in the design capacities obtained using the different types of analysis. The paper provides evidence to support the use of advanced geometric and material nonlinear analysis (GMNIA) for the direct design of steel rack frames without the need for checking section or member capacities to a structural design standard.en_US
dc.description.peerreviewedYesen_US
dc.description.publicationstatusYesen_US
dc.languageEnglishen_US
dc.publisherECCS European Convention for Constructional Steelworken_US
dc.publisher.placeBelgiumen_US
dc.publisher.urihttp://eurosteel2011.com/index.php?menu=1.en_US
dc.relation.ispartofstudentpublicationNen_US
dc.relation.ispartofconferencenameEurosteel 2011 - 6th European Conference on Steel and Composite Structuresen_US
dc.relation.ispartofconferencetitleProceedings of the Eurosteel 2011 - 6th European Conference on Steel and Composite Structuresen_US
dc.relation.ispartofdatefrom2011-08-31en_US
dc.relation.ispartofdateto2011-09-02en_US
dc.relation.ispartoflocationBudapest, Hungaryen_US
dc.rights.retentionYen_US
dc.subject.fieldofresearchStructural Engineeringen_US
dc.subject.fieldofresearchcode090506en_US
dc.titleDesign of steel storage racks - Elastic and inelastic analysis methodsen_US
dc.typeConference outputen_US
dc.type.descriptionE1 - Conference Publications (HERDC)en_US
dc.type.codeE - Conference Publicationsen_US
gro.date.issued2011
gro.hasfulltextNo Full Text


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    Contains papers delivered by Griffith authors at national and international conferences.

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