Abstract:
To meet the objectives, 32 NSC full-scale beam specimens were tested. Each beam was designed with a small splice length (5 times the bar diameter) at midspan to simulate local bond conditions. The design variables were bar size 16, 20, 25, or 32 mm, ratio
Description:
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 2001;"Advisor: Dr. Mohamad Harajli, Professor Civil and Environmental Engineering--Member of Committee: Dr. Bilal Hamad, Associate Professor, Civil and Enviro
