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Load reduction in multi-lane concrete slab bridges - by Fatima Mohamad El Meski

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dc.contributor.author El Meski, Fatima Mohamad
dc.date.accessioned 2012-06-13T07:10:26Z
dc.date.available 2012-06-13T07:10:26Z
dc.date.issued 2007
dc.identifier.uri http://hdl.handle.net/10938/7389
dc.description Thesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2007.;"Dr. Mounir Mabsout, Professor, Civil and Environmental Engineering--Member of Committee: Dr. Mohamad Harajli, Professor, Civil and Environmental Engineering
dc.description Bibliography : leaf 107.
dc.description.abstract This current research presents the finite-element results of a study investigati ng the effect of multi-presence of design vehicles on three- and four-lane concr ete slab highway bridges. Typical one-span, simply supported, two spans, multil ane (three an
dc.format.extent xiv, 107 leaves : ill. 30 cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:004952 AUBNO
dc.subject.lcsh Traffic engineering
dc.subject.lcsh Concrete slabs
dc.subject.lcsh Bridges, Concrete
dc.title Load reduction in multi-lane concrete slab bridges - by Fatima Mohamad El Meski
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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