The behavior and flexural resistance of reinforced concrete T beams strengthened using external prestressing were experimentally and analytically investigated. The behavior at both serviceability and limit states were evaluated. A total of twelve beams wa
Description:
Thesis (M.E.) -- American University of Beirut. Department of Civil and Environmental Engineering, 1997.;"Advisor: Dr. Muhammed Harajli, Professor, Civil and Environmental Engineering -- Members of Committee: Dr. Mounir Mabsout, Assistant Professor, Ci
