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Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/65756
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dc.titleLateral buckling of narrow rectangular beams containing openings
dc.contributor.authorThevendran, V.
dc.contributor.authorShanmugam, N.E.
dc.date.accessioned2014-06-17T08:20:18Z
dc.date.available2014-06-17T08:20:18Z
dc.date.issued1992-04-17
dc.identifier.citationThevendran, V.,Shanmugam, N.E. (1992-04-17). Lateral buckling of narrow rectangular beams containing openings. Computers and Structures 43 (2) : 247-254. ScholarBank@NUS Repository.
dc.identifier.issn00457949
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65756
dc.description.abstractThe paper deals with the critical lateral buckling load of deep slender rectangular beams containing openings along the centre-lines of the beams. The numerical method proposed to predict the critical load is outlined in detail; cantilever beams and simply supported beams are considered. The critical loads evaluated numerically using the energy approach are compared with those values obtained experimentally. The study shows good agreement between the values obtained numerically and experimentally. © 1992.
dc.sourceScopus
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleComputers and Structures
dc.description.volume43
dc.description.issue2
dc.description.page247-254
dc.description.codenCMSTC
dc.identifier.isiutNOT_IN_WOS
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