Vessel-Bridge Collision Reliability Assessment Based on Structural Dynamic Analysis

Table 3

The value of mean velocity and variation coefficient when vessels impact the main tower.

Tonnage of vessel	0–5000	5000–10000	10000–15000	15000–20000	20000–25000
Mean	2.582	4.283	4.654	4.834	4.945
Variation coefficient	0.190	0.187	0.198	0.204	0.209
Tonnage of vessel	25000–30000	30000–35000	35000–40000	40000–45000	45000–50000
Mean	5.022	5.080	5.125	5.162	5.193
Variation coefficient	0.212	0.214	0.216	0.218	0.219