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

Table 1

Numerical data.

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