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| dc.contributor.author | Faraj, Carole Fouad |
| dc.date.accessioned | 2012-06-13T06:42:56Z |
| dc.date.available | 2012-06-13T06:42:56Z |
| dc.date.issued | 1996 |
| dc.identifier.uri | http://hdl.handle.net/10938/5107 |
| dc.description | Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering, 1996.;"Advisor: Dr. Mounir Mabsout. Assistant Professor, Civil and Environmental Engineering – Members of Committee: Dr. Mohamed Harajli, Professor, Civil an |
| dc.description | Bibliography: leaf 99. |
| dc.description.abstract | The US Federal Highway Administration (FHWA) reports 230.000 of the 577.000 bridges in the United States as deficient functionally or structurally. The majority of the structurally deficient bridges are short-span, averaging less than 15 m (50 feet) in le |
| dc.format.extent | xiv, 99 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003745 AUBNO |
| dc.subject.lcsh | Finite element method. |
| dc.subject.lcsh | Precast concrete. |
| dc.subject.lcsh | Culverts. |
| dc.title | Finite element analysis of precast concrete culverts. - by Carole Fouad Faraj |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
