Research Article
Dynamic Analysis of Deep Water Highway Tunnel under Ocean Current
Table 6
Natural vibration frequencies of structures with different span lengths (D = 15 m).
| Diameter (m) | Span length (m) | Width-span ratio | Frequency (Hz) | 1st | 2nd | 3rd | 4th | 5th | 6th |
| 15 | 100 | 0.15 | 0.92597 | 1.9591 | 2.2269 | 3.0122 | 3.072 | 5.1569 | 150 | 0.10 | 0.73692 | 0.9308 | 1.0998 | 1.6272 | 1.898 | 2.9244 | 200 | 0.075 | 0.55022 | 0.59316 | 0.67017 | 0.96852 | 1.3962 | 1.8702 | 300 | 0.050 | 0.26181 | 0.31893 | 0.36445 | 0.44276 | 0.85128 | 1.0218 | 400 | 0.0375 | 0.1553 | 0.18946 | 0.22918 | 0.25303 | 0.5329 | 0.5951 | 450 | 0.033 | 0.12601 | 0.15151 | 0.18604 | 0.20011 | 0.4363 | 0.47561 |
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