Research Article
Analysis of Shaking Table Tests of Underground Structures considering the Influence of the Structure-Soil Interface
Table 3
Shaking table model test conditions of underground structures.
| | Working condition | Seismic excitation wave | Incentive method | Peak acceleration (g) |
| | 1 | E1 Centro wave | Unanimous | 0.1 | | 2 | E1 Centro wave | Unanimous | 0.2 | | 3 | E1 Centro wave | Unanimous | 0.3 | | 4 | E1 Centro wave | Unanimous | 0.4 | | 5 | E1 Centro wave | Unanimous | 0.5 |
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