“…The case study structure is a two-ways plan-asymmetric building with eccentric infills in the left and bottom frames, used also in [7]. Previous studies have pointed out the influence of the infills-induced shear failure of the columns, resulting in increased strength and stiffness at low hazard levels, and triggering shear-dominated story mechanisms [15], [16], while the response of the bare frames is characterized by increased flexibility due to bond slip effects [17], [18].…”