Research Article
The Spherical Shock Factor Theory of a FSP with an Underwater Added Structure
Table 7
Comparison of the structure’s average response on the port side.
| | Condition number | 19 | 20 | 21 | 22 | 23 | 24 | 25 | 26 | 27 | 28 | 29 | 30 | 31 | 32 | 33 | 34 | 35 | 36 |
| | Horizontal spectrum velocity (m/s) | 0.96 | 1.01 | 0.99 | 1.04 | 0.91 | 0.94 | 0.86 | 1.09 | 0.97 | 1.11 | 0.91 | 0.87 | 0.94 | 0.87 | 0.88 | 0.94 | 0.99 | 0.94 | | Vertical spectrum velocity (m/s) | 1.85 | 1.77 | 1.84 | 1.84 | 1.84 | 1.80 | 1.82 | 1.77 | 1.74 | 1.85 | 1.78 | 1.87 | 1.62 | 1.59 | 1.60 | 1.62 | 1.57 | 1.65 |
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