Discrete Rigid Block Analysis to Assess Settlement Induced Damage in Unreinforced Masonry Façades

In this study, a system of discontinuous rigid blocks is employed to simulate the possible damage mechanisms in unreinforced masonry (URM) façades and load-bearing frame systems subjected settlement using discrete element method (DEM). First, modeling strategy validated utilizing available experimental results presented literature. Once there good agreement between computational models findings, sensitivity analysis performed quantify influence input parameters defined DEM-based numerical model. Finally, proposed further utilized assess pattern that may develop URM façade due uniform non-uniform profiles. The study clearly show block (D-RBA) provides robust solutions can be visualize patterns related collapse as an alternative standard continuum-based solutions.