Research Article
Bridge Structure Dynamic Analysis under Vessel Impact Loading considering Soil-Pile Interaction and Linear Soil Stiffness Approximation
Table 1
Impact parameters and load characteristics.
| | Impact cases | Vessel impact parameters | Load characteristics | | m (t) | V (m/s) | Pmax (MN) | Duration (s) | amax (m) |
| | Low energy | 500 | 2 | 2.3 | 0.8 | 0.6 | | Medium energy | 5000 | 2 | 10.9 | 2.3 | 2.9 | | High energy | 5000 | 4 | 19.5 | 2.1 | 5.3 |
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