Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65568
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dc.titleEXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.
dc.contributor.authorChiew, Sing-Ping
dc.contributor.authorLee, Seng-Lip
dc.contributor.authorShanmugam, Nandivaram E.
dc.date.accessioned2014-06-17T08:18:11Z
dc.date.available2014-06-17T08:18:11Z
dc.date.issued1987-10
dc.identifier.citationChiew, Sing-Ping,Lee, Seng-Lip,Shanmugam, Nandivaram E. (1987-10). EXPERIMENTAL STUDY OF THIN-WALLED STEEL BOX.. Journal of structural engineering New York, N.Y. ll3 (l0) : 2208-2220. ScholarBank@NUS Repository.
dc.identifier.issn07339445
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65568
dc.description.abstractAn experimental investigation of the ultimate load behavior of thin-walled box column is reported. Small-scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought about by local, overall, or interaction buckling. The effects of plate width-thickness ratio and column slenderness on the ultimate load-carrying capacity of box columns are shown to be significant. The test results were found to agree reasonably well with the theoretical predictions.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleJournal of structural engineering New York, N.Y.
dc.description.volumell3
dc.description.issuel0
dc.description.page2208-2220
dc.description.codenJSEND
dc.identifier.isiutNOT_IN_WOS
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