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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65772
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dc.titleLocal buckling of thin-walled steel box columns
dc.contributor.authorRichard Liew, J.Y.
dc.contributor.authorShanmugam, N.E.
dc.contributor.authorLee, S.L.
dc.date.accessioned2014-06-17T08:20:28Z
dc.date.available2014-06-17T08:20:28Z
dc.date.issued1989
dc.identifier.citationRichard Liew, J.Y.,Shanmugam, N.E.,Lee, S.L. (1989). Local buckling of thin-walled steel box columns. Thin-Walled Structures 8 (2) : 119-145. ScholarBank@NUS Repository.
dc.identifier.issn02638231
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65772
dc.description.abstractThe investigation presented in this paper is concerned with the ultimate strength of thin-walled steel box columns that are pinned at their ends and subjected to an eccentrically applied load. An effective width formula to account for local buckling and residual stresses is proposed and the formula along with the tangent stiffness method has been used to develop an analytical method for predicting the failure load of box columns. The accuracy of the present method is established by comparing the predicted values of failure loads with the corresponding experimental values and the results are presented in the form of design curves. © 1989.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleThin-Walled Structures
dc.description.volume8
dc.description.issue2
dc.description.page119-145
dc.description.codenTWASD
dc.identifier.isiutNOT_IN_WOS
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