Research Article
Dynamic Analysis of Deep Water Highway Tunnel under Ocean Current
Table 5
Natural vibration frequencies of structures with different span lengths (D = 20 m).
| Diameter (m) | Span length (m) | Width-span ratio | Frequency (Hz) | 1st | 2nd | 3rd | 4th | 5th | 6th |
| 20 | 100 | 0.200 | 1.1554 | 2.5646 | 2.8787 | 3.3667 | 4.0364 | 5.6344 | 150 | 0.133 | 0.90607 | 1.2315 | 1.4076 | 1.9517 | 2.5616 | 2.972 | 200 | 0.100 | 0.66682 | 0.71533 | 0.8294 | 1.209 | 1.7053 | 2.2106 | 300 | 0.067 | 0.34852 | 0.40492 | 0.46432 | 0.57254 | 1.1229 | 1.2915 | 400 | 0.050 | 0.2076 | 0.24639 | 0.29847 | 0.32926 | 0.70337 | 0.76766 | 450 | 0.044 | 0.16769 | 0.19682 | 0.24235 | 0.26155 | 0.57159 | 0.61213 |
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