A computational dynamics and damping–induced transitions in beam–foundation systems with viscoelastic constraints
This study examines the vibrational dynamics of elastically constrained beam foundation systems by considering Timoshenko, shear, Rayleigh, and Euler–Bernoulli beam models resting on viscoelastic Filonenko-Borodich and Hetényi foundations. Emphasis is placed on understanding how damping, foundation stiffness, shear def...