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

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dc.contributor.author Abbas, Bassam Khalid
dc.date.accessioned 2012-06-13T06:40:31Z
dc.date.available 2012-06-13T06:40:31Z
dc.date.issued 1988
dc.identifier.uri http://hdl.handle.net/10938/4408
dc.description Thesis (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.description Bibliography: leaves 76-81.
dc.description.abstract This 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.extent xvii, 148 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003402 AUBNO
dc.subject.lcsh Reinforced concrete.
dc.subject.lcsh Concrete beams.
dc.subject.lcsh Joints (Engineering).
dc.title Moment-rotation relationship of reinforced concrete beam-column joints under generalized excitations - by Bassam Khalid Abbas
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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