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Moment-rotation response of partially prestressed concrete beam-column joints under cyclic excitations - by Mazin Hamdi Umari

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dc.contributor.author Umari, Mazin Hamdi
dc.date.accessioned 2012-06-13T06:40:39Z
dc.date.available 2012-06-13T06:40:39Z
dc.date.issued 1988
dc.identifier.uri http://hdl.handle.net/10938/4440
dc.description Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1988.;"Advisor: Professor Muhamed Harajli , Assistant Professor, Civil Engineering -- Members of Committee: Lutfi Raad, Associate Professor, Civil Engineer
dc.description Bibliography: leaves 59-63.
dc.description.abstract This study presents an analytical model for predicting moment-deformation relationships of partially prestressed concrete joints under generalized load excitations. The proposed joint model comprises three interrelated integral parts: 1) T
dc.format.extent xvii, 158 leaves : ill. cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:003417 AUBNO
dc.subject.lcsh Prestressed concrete beams.
dc.title Moment-rotation response of partially prestressed concrete beam-column joints under cyclic excitations - by Mazin Hamdi Umari
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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