A finite element model is developed to analyze linear elastic Bats on subgrade. The foundation is assumed to behave as a set of isolated springs (Winkler foundation). However, the proposed method incorporates non-linear load-displacem»nt function for the
Description:
Thesis (M.E.)--American University of Beirut. Department of Civil and Environmental Engineering, 1987.;"Advisor: Lutfi Raad, Associate Professor, Civil Engineering – Members of Committee: Muhammed Harajli, Assistant Professor, Civil Engineering Raja Ili
