JavaScript is disabled for your browser. Some features of this site may not work without it.
| dc.contributor.author | Naddaf, Imad Youssef |
| dc.date.accessioned | 2012-06-13T06:45:10Z |
| dc.date.available | 2012-06-13T06:45:10Z |
| dc.date.issued | 1998 |
| dc.identifier.uri | http://hdl.handle.net/10938/5575 |
| dc.description | Thesis (M.E.) -- American University of Beirut. Department of Civil and Environmental Engineering, 1998;"Advisor: Dr. Mounir Mabsout. Associate Professor, Civil and Environmental Engineering--Co-Advisor: Dr. Kassim Tarhini. Associate Professor Civil Engin |
| dc.description | Bibliography: leaf: 148 |
| dc.description.abstract | This thesis investigates the behavior of multi-lane steel girder bridues subject to reduced loading using the finite element method The most critical behavior of a highway bridge is thought to result from a fully loaded bridge (live load on all lanes) It |
| dc.format.extent | xvii, 148 leaves : ill., tables |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003860 AUBNO |
| dc.subject.lcsh | Bridges |
| dc.subject.lcsh | Load factor design |
| dc.title | Influence of load reduction in multi-lane bridges - by Imad Youssef Naddaf |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
