Vibration Response of Timoshenko Beam-Foundation Interaction Model under Accelerated Moving Load

Table 2

Numerical data.

(Young’s modulus)
(Shear modulus)
(Force)
(Poisson’s ratio)
(Cross-sectional area)
(Density)
(Shear coefficient)
(Moment inertia)
(Radio of gyration)
(Mass per unit length)
(Shear stiffness)
(Soil stiffness)
(Load velocity)
(Critical velocity)
(Load acceleration)
(Time)