Research Article
Seismic Behavior of Turbine-Generator Foundation under Strong Earthquake Action in Different Directions
Table 4
The maximum displacement of different locations in foundation (mm).
| | Direction | Transverse (X) | Longitudinal (Y) | | Intensity | 7 frequently | 7 frequently | 7 fortification | 8 rarely | | Type | Synthesized | Imperial Valley | Alaska | Synthesized | Imperial Valley | Alaska | Synthesized | Synthesized |
| | Plate | 5.50 | 4.20 | 5.00 | 5.70 | 8.20 | 4.70 | 15.20 | 93.20 | | Column top | 4.58 | 3.73 | 4.14 | 5.49 | 7.67 | 4.40 | 13.18 | 88.60 | | Second platform | 4.13 | 3.55 | 3.67 | 4.31 | 4.80 | 3.85 | 11.49 | 77.67 | | First platform | 0.95 | 0.77 | 0.85 | 1.36 | 1.60 | 1.29 | 3.62 | 25.03 |
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