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Analysis of mats on linear and non-linear elastic foundations by the finite element method - by Muhammad Jamil Itani
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| dc.contributor.author | Itani, Muhammad Jamil |
| dc.date.accessioned | 2012-06-13T06:40:00Z |
| dc.date.available | 2012-06-13T06:40:00Z |
| dc.date.issued | 1987 |
| dc.identifier.uri | http://hdl.handle.net/10938/4277 |
| dc.description | Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1987.;"Advisor: Lutfi Raad, Associate Professor, Civil Engineering – Members of Committee: Muhammed Harajli, Assistant Professor, Civil Engineering Raja Ili |
| dc.description | Bibliography: leaves 317-319. |
| dc.description.abstract | A finite element model is developed to analyze linear elastic Bats on subgrade. The foundation is assumed to behave as a set of isolated springs (Winkler foundation). However, the proposed method incorporates non-linear load-displacem»nt function for the |
| dc.format.extent | xxv, 319 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003390 AUBNO |
| dc.subject.lcsh | Finite element method |
| dc.title | Analysis of mats on linear and non-linear elastic foundations by the finite element method - by Muhammad Jamil Itani |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
