“…Since then, ROSAs have been applied in studies of the structural reliability of steel [5,6], concrete [7] and composite [8] beams. The concept [3,4] builds on Sobol [9,10], but with its focus on P f , it surpasses classical methods examining the correlation [11,12], variance [13,14] or distribution [15,16] of model output without a clear relationship to structural reliability.…”