Research Article

Building Vibration Prediction Induced by Moving Train with Random Forest

Table 3

The values of parameters.

The train modelSpeedAxle loadPoisson’s ratioBuilding prediction point distanceDamping ratio (two layers)Elastic modulus (layer 1)Elastic modulus (layer 2)Density (layer 1)Density (layer 2)

CRH267 (km/h)160 (kN)0.2016.57 (m)0.0517.7 (MPa)16.9 (MPa)1.83 (g/cm3)2.02 (g/cm3)