Analysis of the Vibration of the Ground Surface by Using the Layered Soil: Viscoelastic Euler Beam Model due to the Moving Load

Figure 10

Variation of the observation points A (0.0, 0.0 m) horizontal displacement spectrum with time t under different layered soil: (a)  = 0.2, (b)  = 0.5, (c)  = 1.2.

(a)

(b)

(c)