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| dc.contributor.author | Bou Diab, Firas Nazih |
| dc.date.accessioned | 2012-06-13T07:08:55Z |
| dc.date.available | 2012-06-13T07:08:55Z |
| dc.date.issued | 2005 |
| dc.identifier.uri | http://hdl.handle.net/10938/6908 |
| dc.description | Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2005.;"Advisor: Dr. Mounir Mabsout, Professor, Civil and Environmental Engineering--Member of Committee: Dr. Bilal Hamad, Professor, Civil and Environmental Engine |
| dc.description | Bibliography: leaves 99-100. |
| dc.description.abstract | The current thesis presents the finite element results of a parametric study to accurately evaluate the effect of skewness on wheel load distribution in steel g irder highway bridges. The finite element method is used to investigate the effect of span len |
| dc.format.extent | xii, 100 leaves : ill. 30 cm. |
| dc.language.iso | eng |
| dc.relation.ispartof | Theses, Dissertations, and Projects |
| dc.subject.classification | ET:004618 AUBNO |
| dc.subject.lcsh | Girders |
| dc.subject.lcsh | Finite element method |
| dc.subject.lcsh | Bridges |
| dc.title | Effect of skewness on steel girder highway bridges - by Firas Nazih Bou Diab |
| dc.type | Thesis |
| dc.contributor.department | American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |
