Effect of FRP on bond strength of hooked bar anchorages in high strength concrete structures - by Charbel Diab Bou Abs

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dc.contributor.authorBou Abs, Charbel Diab
dc.contributor.departmentDepartment of Civil and Environmental Engineering
dc.contributor.facultyFaculty of Engineering and Architecture
dc.contributor.institutionAmerican University of Beirut
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 210-211.
dc.description.abstractThe research reported in this thesis appraises the effect of fiber reinforcing p olymer (FRP) sheets, externally confining high strength concrete beam-column joi nts, on the anchorage strength and confinement of hooked bars. In parallel to th is study, a
dc.format.extentxv, 211 leaves : col. ill. 30 cm.
dc.identifier.urihttp://hdl.handle.net/10938/7123
dc.language.isoen
dc.relation.ispartofTheses, Dissertations, and Projects
dc.subject.classificationET:004774 AUBNO
dc.subject.lcshAnchorage (Structural engineering)
dc.subject.lcshFiber-reinforced concrete
dc.subject.lcshHigh strength concrete
dc.subject.lcshStructural engineering
dc.titleEffect of FRP on bond strength of hooked bar anchorages in high strength concrete structures - by Charbel Diab Bou Abs
dc.typeThesis

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