Tests on 26 half-scale post-tensioned prestresyed con¬crete beams with unbonded tendons and different amounts of bonded nonprestressed reinforcement and span-to-depth ratios were carried out at the Faculty of Engineering and Ar¬chitecture of the American
Description:
Thesis (M.E.)-- American University of Beirut. Department of Civil and Environmental Engineering,1990.;"Advisor: Mouhamed Harajli, Associate Professor, Civil Engineering -- Members of Committee: Raja Iliya, Professor ,Civil Engineering Sami Abboud-Klink,
