Load-Displacement of Masonry Panels with Unbonded and Intermittently Bonded FRP. II: Analytical Study

Having evaluated the adequacy of the analytical model described in Part I, it was used to investigate the impact of some of the most influential parameters on the postcracking lateral pressure-displacement behavior of fiber-reinforced polymer (FRP)-reinforced masonry wall panels. The analytical study was divided into two parts. The first part is an extension to the experimental program that reports on a study of the interaction at various …