“…The second step consists in constructing a SROM by substituting the deterministic matrices of the ROM (such as the mass, the damping, and the stiffness reduced matrices) with random matrices for which the probability distributions are constructed using the Maximum Entropy (MaxEnt) principle [40,41,42] under the constraints defined by available information assocaited with algebraic properties (such as lower bounds, positiveness, integrability of the inverse, etc) and statistical information (such as the mean value equals to the nominal values, etc), and for which advanced algorithms have been developed for the high dimensions [39,43,44]. This approach has been extended to different ensembles of random matrices (see [38,45]), static boundary value problems [46], and has been experimentally validated and applied in many areas, including: dynamics of composite structures [47] and viscoelastic structures [48,49], dynamic substructuring techniques [50,51,52,53,54], vibroacoustic systems [48,55,56,57], soil-structure interactions and earthquake engineering [58,59,60], robust design and optimization [61,62], to name only a few. More recently, this nonparametric probabilistic approach has been extended in structural dynamics to nonlinear geometrical effects [63,64].…”