Nonlinear analyses of adobe masonry walls reinforced with fiberglass mesh

Previous experimental tests and numerical analyses have shown that the ratio between the mechanical properties (such as strengt h, stiffness and fracture mechanic properties) of both mortar and brick, as well as the use of additives, influence both design approaches (in terms of basic assumptions and analytical models ) and the global response of the walls (in terms of strength and ductility). An accurate analysis is presented in the case of adobe (earth blocks) constructions reinforced with fiberglass mesh. Ma in issues and variability in the behavior of seismic resisting walls are highlighted. Main aim of the overall research activity is to improve the knowledge about the structural behavior of adobe structural memb ers reinforced with fiberglass mesh inside horizontal mortar joints.