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dc.contributor.authorAl-Shihri, Marai Abdullah, 1958-
dc.creatorAl-Shihri, Marai Abdullah, 1958-en_US
dc.date.accessioned2013-05-16T09:44:47Zen
dc.date.available2013-05-16T09:44:47Zen
dc.date.issued1986en_US
dc.identifier.urihttp://hdl.handle.net/10150/291869en
dc.language.isoen_USen_US
dc.publisherThe University of Arizona.en_US
dc.rightsCopyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction or presentation (such as public display or performance) of protected items is prohibited except with permission of the author.en_US
dc.subjectColumns, Iron and steel.en_US
dc.subjectSteel, Structural -- Fatigue.en_US
dc.titleBUCKLING STRENGTH OF HEAVY STEEL COLUMNS (WELDED SHAPES, INITIAL CURVED COLUMNS, HOT-ROLLED SHAPES)en_US
dc.typetexten_US
dc.typeThesis-Reproduction (electronic)en_US
dc.identifier.oclc15651377en_US
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.levelmastersen_US
dc.identifier.proquest1329194en_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.disciplineCivil Engineering and Engineering Mechanicsen_US
thesis.degree.nameM.S.en_US
dc.identifier.bibrecord.b15967657en_US
refterms.dateFOA2018-06-23T10:25:59Z


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