Research Article
Dynamic Response of Parallel Overlapped Tunnel under Seismic Loading by Shaking Table Tests
Table 1
Parameters of shaking table system.
| Parameters | Technical specification |
| Table size (m) | 3 × 2 | Loading direction | Horizontal (X) | Working frequency (Hz) | 0.2∼50 | Maximum load (t) | 0.5 | Maximum acceleration (g) | 1.0 | Maximum overturning moment (kN·m) | 10 | Maximum eccentric moment(kN·m) | 5 | Maximum velocity (m/s) | 2 | Maximum displacement (mm) | 51 |
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