Axial strength of rectangular reinforced concrete columns confined with carbon fiber reinforced polymer composites - by Elie Gergi Hantouche

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dc.contributor.authorHantouche, Elie Gergi
dc.contributor.departmentAmerican University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering
dc.date2005
dc.date.accessioned2012-06-13T07:09:01Z
dc.date.available2012-06-13T07:09:01Z
dc.date.issued2005
dc.descriptionThesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2005.;"Advisor: Dr. Mohamed Harajli, Professor, Civil and Environmental Engineering.--Member of Committee: Dr. Mounir Mabsout, Professor, Civil and Environmental E
dc.descriptionBibliography: leaves 66-67.
dc.description.abstractFiber-reinforced polymer (FRP) systems for strengthening concrete structures hav e emerged as an alternative to traditional strengthening techniques, such as ste el plate bonding, section enlargement, and external post-tensioning. FRP strengt hening syste
dc.format.extentx, 67 leaves : ill. 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/6959
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004658 AUBNO
dc.subject.lcshFiber-reinforced concrete
dc.subject.lcshPolymers
dc.subject.lcshCarbon fibers
dc.titleAxial strength of rectangular reinforced concrete columns confined with carbon fiber reinforced polymer composites - by Elie Gergi Hantouche
dc.typeThesis

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