Effect of skewness on steel girder highway bridges - by Firas Nazih Bou Diab

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dc.contributor.authorBou Diab, Firas Nazih
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date2005
dc.date.accessioned2012-06-13T07:08:55Z
dc.date.available2012-06-13T07:08:55Z
dc.date.issued2005
dc.descriptionThesis (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.descriptionBibliography: leaves 99-100.
dc.description.abstractThe 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.extentxii, 100 leaves : ill. 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/6908
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004618 AUBNO
dc.subject.lcshGirders
dc.subject.lcshFinite element method
dc.subject.lcshBridges
dc.titleEffect of skewness on steel girder highway bridges - by Firas Nazih Bou Diab
dc.typeThesis

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