dc.contributor.author |
Dagher, Farid Kamil |
dc.date.accessioned |
2012-06-13T07:10:49Z |
dc.date.available |
2012-06-13T07:10:49Z |
dc.date.issued |
2007 |
dc.identifier.uri |
http://hdl.handle.net/10938/7508 |
dc.description |
Thesis (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.description |
Bibliography: leaves 86-87. |
dc.description.abstract |
The 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.extent |
xii, leaves 87 : ill. (some col.) 30 cm. |
dc.language.iso |
eng |
dc.relation.ispartof |
Theses, Dissertations, and Projects |
dc.subject.classification |
ET:004861 AUBNO |
dc.subject.lcsh |
Fiber-reinforced concrete |
dc.subject.lcsh |
Earthquake resistant design |
dc.subject.lcsh |
Polymers |
dc.subject.lcsh |
Carbon fibers |
dc.title |
Seismic strengthening of bond-critical regions in rectangular RC columns using external FRP jackets - by Farid Kamil Dagher |
dc.type |
Thesis |
dc.contributor.department |
American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |