The Influence of Amplitude- and Frequency-Dependent Stiffness of Rail Pads on the Random Vibration of a Vehicle-Track Coupled System

Table 2

The parameters of the monolithic nonballasted track.

Components of track	Parameters	Magnitude
Steel rail	Young’s modulus /(N⋅m^−2)	2.06 × 10^11
	Area moment of inertia /(m^4)	3.22 × 10^−5
	The mass in one meter /(kg⋅m^−1)	60.64
Rail pad	The stiffness /(N⋅m^−1)	Variation with amounts and the frequencies of loads
	The damping /(N⋅S⋅m^−1)	7.5 × 10^4