This study presents an analytical model for predicting moment-deformation relationships of partially prestressed concrete joints under generalized load excitations. The proposed joint model comprises three interrelated integral parts: 1) T
Description:
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1988.;"Advisor: Professor Muhamed Harajli , Assistant Professor, Civil Engineering -- Members of Committee: Lutfi Raad, Associate Professor, Civil Engineer
