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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.author Bou Abs, Charbel Diab
dc.date.accessioned 2012-06-13T07:09:37Z
dc.date.available 2012-06-13T07:09:37Z
dc.date.issued 2006
dc.identifier.uri http://hdl.handle.net/10938/7123
dc.description Thesis (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.description Bibliography: leaves 210-211.
dc.description.abstract The 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.extent xv, 211 leaves : col. ill. 30 cm.
dc.language.iso eng
dc.relation.ispartof Theses, Dissertations, and Projects
dc.subject.classification ET:004774 AUBNO
dc.subject.lcsh Anchorage (Structural engineering)
dc.subject.lcsh Fiber-reinforced concrete
dc.subject.lcsh High strength concrete
dc.subject.lcsh Structural engineering
dc.title Effect of FRP on bond strength of hooked bar anchorages in high strength concrete structures - by Charbel Diab Bou Abs
dc.type Thesis
dc.contributor.department American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering


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