Please use this identifier to cite or link to this item: https://doi.org/10.1016/S0141-0296(02)00019-6
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dc.titleAn analytical model for thin-walled steel box columns with concrete in-fill
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLakshmi, B.
dc.contributor.authorUy, B.
dc.date.accessioned2014-06-17T08:13:08Z
dc.date.available2014-06-17T08:13:08Z
dc.date.issued2002-06
dc.identifier.citationShanmugam, N.E., Lakshmi, B., Uy, B. (2002-06). An analytical model for thin-walled steel box columns with concrete in-fill. Engineering Structures 24 (6) : 825-838. ScholarBank@NUS Repository. https://doi.org/10.1016/S0141-0296(02)00019-6
dc.identifier.issn01410296
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65110
dc.description.abstractConcrete-filled steel box columns are widely used as a major structural element in tall buildings as they provide efficient structural performance in resisting axial compression. Local buckling of steel plates is a common failure criteria when plate slenderness ratio is large in box sections. A method using an effective width principle is proposed in this paper to predict the behaviour and load carrying capacity of thin-walled steel tubes with concrete in-fill. The present investigation addresses columns pinned at their ends and subjected to biaxial loading. Columns tested by other researchers have been analysed using the proposed method and the predicted results are compared with the corresponding test results. The proposed model is also verified against Eurocode 4. The comparison shows that the method could predict the ultimate load with sufficient accuracy. © 2002 Elsevier Science Ltd. All rights reserved.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/S0141-0296(02)00019-6
dc.sourceScopus
dc.subjectBox columns
dc.subjectConcrete in-fill
dc.subjectLocal buckling
dc.subjectPrediction method
dc.subjectThin-walled
dc.subjectUltimate load
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/S0141-0296(02)00019-6
dc.description.sourcetitleEngineering Structures
dc.description.volume24
dc.description.issue6
dc.description.page825-838
dc.description.codenENSTD
dc.identifier.isiut000175584000012
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