“…The differential equations of the Equations (37)-(41) are solved analytically according to the Navier's procedure in this section. Therefore, for a simply supported structure, we consider the following theoretical expressions for the displacement components [42] u(x, y, t) = U cos(αx) sin(βy)e iωt , v(x, y, t) = V sin(αx) cos(βy)e iωt , w b (x, y, t) = W b sin(αx) sin(βy)e iωt , w s (x, y, t) = W s sin(αx) sin(βy)e iωt , ϕ(x, y, t) = Φ sin(αx) sin(βy)e iωt (42) in which U, V, W s , W b and Φ are the unknown coefficients. In addition, α and β are defined as mπ/a and nπ/b, respectively, where m and n are the mode numbers along the length and width direction, respectively.…”