“…Both continuum and discrete finite element approaches were developed in those studies. Two different finite element approaches were employed, in which the wall units (brick, autoclaved aerated concrete (AAC) and mortar) were either modelled separately (microscale) or homogenized (mesoscale) [32][33][34][35][36][37][38]. The use of micro and mesoscale elements may provide a more realistic response estimation for crack propagation and damage patterns.…”