Seismic strengthening of bond-critical regions in rectangular RC columns using external FRP jackets - by Farid Kamil Dagher

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dc.contributor.authorDagher, Farid Kamil
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
dc.date2007
dc.date.accessioned2012-06-13T07:10:49Z
dc.date.available2012-06-13T07:10:49Z
dc.date.issued2007
dc.descriptionThesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2007.;"Advisor: Dr, Mohammed Harajli, Professor, Civil and Environmental Engineering--Member of Committee: Dr. Mounir Mabsout, Professor, Civil and Environmental E
dc.descriptionBibliography: leaves 86-87.
dc.description.abstractThe use of external fiber reinforced polymer (FRP) wraps for bond strengthening of spliced reinforcement in rectangular reinforced concrete (RC) columns and the consequent effect on the seismic response of the columns is experimentally inve stigated. Full
dc.format.extentxii, leaves 87 : ill. (some col.) 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/7508
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004861 AUBNO
dc.subject.lcshFiber-reinforced concrete
dc.subject.lcshEarthquake resistant design
dc.subject.lcshPolymers
dc.subject.lcshCarbon fibers
dc.titleSeismic strengthening of bond-critical regions in rectangular RC columns using external FRP jackets - by Farid Kamil Dagher
dc.typeThesis

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