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dc.contributor.authorYacoub, Mohamad Toufic, 1957-
dc.creatorYacoub, Mohamad Toufic, 1957-en_US
dc.date.accessioned2013-03-21T12:06:33Z
dc.date.available2013-03-21T12:06:33Z
dc.date.issued1986en_US
dc.identifier.urihttp://hdl.handle.net/10150/275564
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.subjectBuildings -- Earthquake effects.en_US
dc.subjectConcrete beams -- Fatigue.en_US
dc.subjectColumns, Concrete -- Fatigue.en_US
dc.titlePERFORMANCE CRITERIA FOR REINFORCED CONCRETE BEAM-COLUMN CONNECTIONS.en_US
dc.typetexten_US
dc.typeThesis-Reproduction (electronic)en_US
dc.identifier.oclc15091085en_US
thesis.degree.grantorUniversity of Arizonaen_US
thesis.degree.levelmastersen_US
dc.identifier.proquest1327757en_US
thesis.degree.disciplineGraduate Collegeen_US
thesis.degree.disciplineCivil Engineering and Engineering Mechanicsen_US
thesis.degree.nameM.S.en_US
dc.identifier.bibrecord.b15842940en_US
refterms.dateFOA2018-05-28T02:47:39Z


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