Research Article
Vessel-Bridge Collision Reliability Assessment Based on Structural Dynamic Analysis
Table 4
Different analysis cases of vessels impacting the main tower.
| | DWT | 0–5000 | 25000–30000 | 45000–50000 | | Tonnage of vessel | Vessel impact velocity (m/s) | Tonnage of vessel | Vessel impact velocity (m/s) | Tonnage of vessel | Vessel impact velocity (m/s) |
| | Case 1 | 2500 | 2.581604 | 27500 | 5.02228 | 47500 | 5.19268 | | Case 2 | 2500 | 1.17768 | 27500 | 1.98055 | 47500 | 1.93648 | | Case 3 | 2500 | 1.91544 | 27500 | 3.57899 | 47500 | 3.64762 | | Case 4 | 2500 | 2.581604 | 27500 | 5.02228 | 47500 | 5.19268 | | Case 5 | 2500 | 3.24777 | 27500 | 6.46557 | 47500 | 6.73775 |
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