dc.contributor.author |
Hantouche, Elie Gergi |
dc.date.accessioned |
2012-06-13T07:09:01Z |
dc.date.available |
2012-06-13T07:09:01Z |
dc.date.issued |
2005 |
dc.identifier.uri |
http://hdl.handle.net/10938/6959 |
dc.description |
Thesis (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.description |
Bibliography: leaves 66-67. |
dc.description.abstract |
Fiber-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.extent |
x, 67 leaves : ill. 30 cm. |
dc.language.iso |
eng |
dc.relation.ispartof |
Theses, Dissertations, and Projects |
dc.subject.classification |
ET:004658 AUBNO |
dc.subject.lcsh |
Fiber-reinforced concrete |
dc.subject.lcsh |
Polymers |
dc.subject.lcsh |
Carbon fibers |
dc.title |
Axial strength of rectangular reinforced concrete columns confined with carbon fiber reinforced polymer composites - by Elie Gergi Hantouche |
dc.type |
Thesis |
dc.contributor.department |
American University of Beirut. Faculty of Engineering and Architecture. Department of Civil and Environmental Engineering |