Effect of FRP on bond strength of hooked bar anchorages in normal strength concrete structures - by Faten George Ibrahim

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dc.contributor.authorIbrahim, Faten George
dc.contributor.departmentAmerican University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering
dc.date2006
dc.date.accessioned2012-06-13T07:09:37Z
dc.date.available2012-06-13T07:09:37Z
dc.date.issued2006
dc.descriptionThesis (M.E.)--American University of Beirut, Dept. of Civil and Environmental Engineering, 2006.;"Advisor: Dr. Bilal Hamad, Professor, Department of Civil and Environmental Engineering--Member of Committee: Dr. Mohammad Harajli, Professor, Department of
dc.descriptionBibliography: leaves 197-198.
dc.description.abstractThe primary objective of the research reported in this thesis was to assess the viability of using carbon fiber reinforced polymer (CFRP) sheets externally conf ining normal strength concrete beam-column joints, in increasing the bond streng th of the hoo
dc.format.extentxv, 198 leaves : col. ill. 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/7122
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004773 AUBNO
dc.subject.lcshAnchorage (Structural engineering)
dc.subject.lcshFiber-reinforced concrete
dc.subject.lcshStructural engineering
dc.titleEffect of FRP on bond strength of hooked bar anchorages in normal strength concrete structures - by Faten George Ibrahim
dc.typeThesis

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