Research Article
Dynamic Characteristic and Fatigue Accumulative Damage of a Cross Shield Tunnel Structure under Vibration Load
Table 2
Acceleration amplitude of tunnel analysis points.
| Number of runs | Running time | A1 | A2 | A3 | B | (Times) | (Years) | (m/s2) | (m/s2) | (m/s2) | (m/s2) |
| 1 | 0 | 0.89 | 2.28 | 0.73 | 0.35 | 1.0 × 103 | 0.07 | 0.91 | 2.29 | 0.76 | 0.35 | 1.0 × 104 | 0.69 | 0.93 | 2.30 | 0.77 | 0.35 | 1.0 × 105 | 6.85 | 0.94 | 2.30 | 0.81 | 0.35 | 2.0 × 105 | 13.70 | 0.94 | 2.33 | 0.87 | 0.36 | 5.0 × 105 | 34.25 | 0.94 | 2.36 | 0.89 | 0.37 | 1.0 × 106 | 68.49 | 0.95 | 2.43 | 0.90 | 0.39 | 1.5 × 106 | 102.74 | 0.99 | 2.51 | 0.99 | 0.41 |
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