Please use this identifier to cite or link to this item: https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(468)
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dc.titleStability criteria for Euler columns with intermediate and end axial loads
dc.contributor.authorWang, C.M.
dc.contributor.authorWang, C.Y.
dc.contributor.authorNazmul, I.M.
dc.date.accessioned2014-06-17T08:25:16Z
dc.date.available2014-06-17T08:25:16Z
dc.date.issued2003-04
dc.identifier.citationWang, C.M., Wang, C.Y., Nazmul, I.M. (2003-04). Stability criteria for Euler columns with intermediate and end axial loads. Journal of Engineering Mechanics 129 (4) : 468-472. ScholarBank@NUS Repository. https://doi.org/10.1061/(ASCE)0733-9399(2003)129:4(468)
dc.identifier.issn07339399
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66188
dc.description.abstractPresented herein are exact stability criteria for Euler columns under intermediate and end concentrated axial loads. The stability criteria cover all combinations of classical boundary conditions, arbitrary location of the intermediate concentrated load, and ratios of the magnitude of the intermediate load to the end load. Also included is the buckling problem of a new class of Euler columns where one segment is in tension while the other segment in compression.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1061/(ASCE)0733-9399(2003)129:4(468)
dc.sourceScopus
dc.subjectAxial loads
dc.subjectBuckling
dc.subjectColumns
dc.subjectStability criteria
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1061/(ASCE)0733-9399(2003)129:4(468)
dc.description.sourcetitleJournal of Engineering Mechanics
dc.description.volume129
dc.description.issue4
dc.description.page468-472
dc.identifier.isiut000181726800011
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