A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh

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dc.contributor.authorAlameh, Ali Salah
dc.contributor.departmentAmerican University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering
dc.date1988
dc.date.accessioned2012-06-13T06:40:39Z
dc.date.available2012-06-13T06:40:39Z
dc.date.issued1988
dc.descriptionThesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1988.;"Advisor: Muhamed Harajli, Assistant Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor , Civil Engineering Lutfi Raad, A
dc.descriptionBibliography: leaves 150-156.
dc.description.abstractThis study was conducted to evaluate the deflection of partially prestressed concrete beams (PPC) under static and cyclic fatigue loading covering the boundaries of fully prestressed and fully reinforced. Two analytical models were developed , one model f
dc.format.extentxxii, 71 leaves : ill. cm.
dc.identifier.urihttp://hdl.handle.net/10938/4439
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003416 AUBNO
dc.subject.lcshPrestressed concrete beams.
dc.titleA new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh
dc.typeThesis

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