Influence of load reduction in multi-lane bridges - by Imad Youssef Naddaf

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dc.contributor.authorNaddaf, Imad Youssef
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date1998
dc.date.accessioned2012-06-13T06:45:10Z
dc.date.available2012-06-13T06:45:10Z
dc.date.issued1998
dc.descriptionThesis (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.descriptionBibliography: leaf: 148
dc.description.abstractThis 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.extentxvii, 148 leaves : ill., tables
dc.identifier.urihttp://hdl.handle.net/10938/5575
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:003860 AUBNO
dc.subject.lcshBridges
dc.subject.lcshLoad factor design
dc.titleInfluence of load reduction in multi-lane bridges - by Imad Youssef Naddaf
dc.typeThesis

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