Research Article
A New Approach for Probabilistic Risk Assessment of Ship Collision with Riverside Bridges
Table 6
Capacity of anticollision of the pier of bridge sections.
| | Bridge sections | Monthly ability of anticollision of bridge sections (kN) | | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 |
| | Section A | 757.1 | 767.6 | 719.4 | 638.4 | 590.3 | 542.8 | 424.7 | 566.6 | 527.5 | 544.8 | 653.2 | 714.7 | | Section B | 851.0 | 864.2 | 803.6 | 703.9 | 645.8 | 589.4 | 452.7 | 617.6 | 571.4 | 591.8 | 721.9 | 797.8 | | Section C | 996.3 | 1014.6 | 932.1 | 800.5 | 726.3 | 655.7 | 490.8 | 690.8 | 633.4 | 658.6 | 823.9 | 924.2 | | Section D | 996.3 | 1014.6 | 932.1 | 800.5 | 726.3 | 655.7 | 490.8 | 690.8 | 633.4 | 658.6 | 823.9 | 924.2 | | Section E | 477.3 | 481.5 | 462.1 | 427.3 | 405.2 | 382.2 | 319.6 | 393.9 | 374.5 | 383.2 | 433.8 | 460.1 | | Shimen overpass | 469.5 | 482.7 | 424.9 | 342.1 | 299.8 | 262.2 | 182.8 | 280.6 | 250.8 | 263.7 | 356.1 | 419.6 |
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