Moment-rotation relationship of reinforced concrete beam-column joints under generalized excitations - by Bassam Khalid Abbas

dc.contributor.authorAbbas, Bassam Khalid
dc.contributor.departmentAmerican University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering
dc.date1988
dc.date.accessioned2012-06-13T06:40:31Z
dc.date.available2012-06-13T06:40:31Z
dc.date.issued1988
dc.descriptionThesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1988.;"Advisor: Muhanned Harajli: Assistant Professor, Civil Engineering – Members of Committee: Raja Iliya, Professor, Civil Engineering Lutfi Raad, Associa
dc.descriptionBibliography: leaves 76-81.
dc.description.abstractThis study concentrates on two interrelated aspects pertaining to the deformation of beam-column joints under severe cyclic excitations. In the first part of this study, a closed form solution is developed for computing the slip and its distribution along
dc.format.extentxvii, 148 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4408
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003402 AUBNO
dc.subject.lcshReinforced concrete.
dc.subject.lcshConcrete beams.
dc.subject.lcshJoints (Engineering).
dc.titleMoment-rotation relationship of reinforced concrete beam-column joints under generalized excitations - by Bassam Khalid Abbas
dc.typeThesis

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