Table 5 Experimental conditions
From: Dynamic responses of a train-track-bridge coupled system under earthquakes
Vibration direction | Frequency | PGA | Train speed |
|---|---|---|---|
Transverse | 15 Hz | 0.1 g | 9 m/s |
Transverse | 15 Hz | 0.1 g | 13 m/s |
Transverse | 15 Hz | 0.2 g | 9 m/s |
Transverse | 15 Hz | 0.2 g | 13 m/s |