Research Article
Dynamic Analysis of Deep Water Highway Tunnel under Ocean Current
Table 7
Natural vibration frequencies of structures with different span lengths (D = 0 m).
| Diameter (m) | Span length (m) | Width-span ratio | Frequency (Hz) | 1st | 2nd | 3rd | 4th | 5th | 6th |
| 10 | 100 | 0.100 | 0.73518 | 1.3421 | 1.5647 | 2.1748 | 2.4161 | 4.2544 | 150 | 0.067 | 0.57205 | 0.63435 | 0.77965 | 1.1656 | 1.3685 | 2.1223 | 200 | 0.05 | 0.36461 | 0.3882 | 0.44204 | 0.66155 | 0.8898 | 1.2757 | 300 | 0.033 | 0.17839 | 0.223 | 0.25877 | 0.3004 | 0.59778 | 0.70932 | 400 | 0.025 | 0.10585 | 0.12946 | 0.15788 | 0.1691 | 0.36622 | 0.40606 | 450 | 0.022 | 0.083829 | 0.10547 | 0.12612 | 0.13562 | 0.28867 | 0.32777 |
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