Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/11395
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dc.creatorBarros, Rui Manuel Menezes Carneiro dept_PT
dc.date1983pt_PT
dc.date.accessioned2013-05-23T23:39:13Z-
dc.date.available2013-05-23T23:39:13Z-
dc.date.issued1983-
dc.identifieroai:digitool.fe.up.pt:12596pt_PT
dc.identifier.urihttp://hdl.handle.net/10216/11395-
dc.descriptionDissertation submitted for obtain the degree of Doctor of Philosophy, at the Graduate Faculty of the University of Akronpt_PT
dc.formatXIII, 204 f., 30 cmpt_PT
dc.format.mimetypeapplication/pdfpt_PT
dc.format.mimetypeapplication/pdfpt_PT
dc.languageengpt_PT
dc.relationFEUPpt_PT
dc.relationSDIpt_PT
dc.relationRiFEUPpt_PT
dc.rightsopenAccesspt_PT
dc.subjectEngenharia civilpt_PT
dc.titleBuckling analysis of end restrained imperfect tubular beam columnspt_PT
dc.typeTesept_PT
Appears in Collections:FEUP - Tese

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