Influence of a Moving Mass on the Dynamic Behaviour of Viscoelastically Connected Prismatic Double-Rayleigh Beam System Having Arbitrary End Supports

Figure 2

(a–e) The transverse dimensionless displacement responses for the simply supported upper Rayleigh beam for a velocity parameter , (a, f) , (b, g) , (c, h) , (d, i) , and (e, j) . (f–j) The transverse dimensionless displacement responses for the simply supported lower Rayleigh beam for a velocity parameter , (a, f) , (b, g) , (c, h) , (d, i) , and (e, j) .