“…where Q = {Q 1y , Q 1z , Q 2y , Q 2z , Q 3x , Q 3y , Q 3z } T is the interfacial force vector, F = {F x , F y , F z } T is the disturbance force vector, H Q is a 7-by-7 matrix, H F is a 7-by-3 matrix and the elements of these matrices are the FRFs between Point 0 and Points 1-6; more details of H Q and H F can be referred to Qin et al 15 For example, when F is given as {0, 1, 0} T , that is, the unit vertical force at Point 0, the matrix Q can be calculated by equation (4). And then by substituting matrix F and matrix Q into equations (1) and (2), the displacements can be obtained.…”