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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.author | Alameh, Ali Salah |
| 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/10938/4439 |
| dc.description | Thesis (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.description | Bibliography: leaves 150-156. |
| dc.description.abstract | This 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.extent | xxii, 71 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003416 AUBNO |
| dc.subject.lcsh | Prestressed concrete beams. |
| dc.title | A new model for computing deflection of partially prestressed concrete beams under static and cyclic fatigue loading - by Ali Salah Alameh |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
