This paper is concerned with correspondences and analogies between fle
xural vibrations of shear-deformable layered beams or plates and solut
ions for homogeneous structures rigid in shear. The first-order Timosh
enko-Reissner-Mindlin kinematics is applied to the laminate overally o
r layer-wise. Geometrically linearized vibrations of beams with variou
s boundary conditions and of plates with arbitrary polygonal shape and
hinged boundary conditions are discussed, together with physically no
n-linear vibrations of beams and geometrically non-linear vibrations o
f plates.