The 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
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
