Table 6 The maximum strain of the track structures and beam (unit:με)
From: Dynamic responses of a train-track-bridge coupled system under earthquakes
Bridge members | Rail | Track slab | Base plate | Box girder |
|---|---|---|---|---|
9 m/s, PGA = 0 | 112.12 | 12.77 | 3.03 | 2.90 |
13 m/s, PGA = 0 | 125.63 | 15.15 | 3.15 | 3.01 |
9 m/s, PGA = 0.1 g | 119.66 | 16.30 | 4.31 | 3.41 |
13 m/s, PGA = 0.1 g | 150.82 | 17.13 | 4.50 | 3.69 |
9 m/s, PGA = 0.2 | 125.37 | 18.31 | 4.88 | 4.03 |
13 m/s, PGA = 0.2 | 152.27 | 18.48 | 5.03 | 4.86 |