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Effect of sidewalks and railings on wheel load distribution in steel girder highway bridges - by Marwan Mohammad Salim Kobrosly
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| dc.contributor.author | Kobrosly, Marwan Mohammad Salim |
| 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/10938/5108 |
| 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. Bilal Hamad, Associate Professor, Ci |
| dc.description | References: leaf 73. |
| dc.description.abstract | The analysis of bridge superstructures is complicated by the geometric boundaries and loading conditions. AASHTO Bridge Specifications contain a simple procedure used in the analysis and design of steel girder bridges. This procedure is to isolate individ |
| dc.format.extent | xii, 73 leaves : ill. cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:003746 AUBNO |
| dc.subject.lcsh | Bridges |
| dc.subject.lcsh | Bridge railings |
| dc.subject.lcsh | Girders |
| dc.title | Effect of sidewalks and railings on wheel load distribution in steel girder highway bridges - by Marwan Mohammad Salim Kobrosly |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
