Shock and Vibration / 2016 / Article / Tab 2

Research Article

Nonstationary Random Vibration Performance of Train-Bridge Coupling System with Vertical Track Irregularity

Table 2

Position corresponding to the maximum SD values.

Vehicle numberPosition of the vehicle

10.6 times of the middle span length
20.6 times of the middle span length
30.4 times of the middle span length
40.1 times of the middle span length

Note: the distance is counted from the starting point of the middle span.