The use of external prestressing tendons as a means of strengthening or upgrading concrete flexural members was experimentally investigated. A total of 16 beam spec imens were tested. Each spec imen was first subjected to an amplitude fatigue loading at a
Description:
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1992.;"Advisor: Dr. Muhammad Harajli, Associate Professor ,Civil Engineering -- Members of Committee: Sami Abboud-Klink, Professor, Civil Engineering Muhamm
