Vessel-Bridge Collision Reliability Assessment Based on Structural Dynamic Analysis

Table 8

The failure probability of each pier.

DWT	0–5000	5000–10000	10000–15000	15000–20000	20000–25000
Main tower	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00
Auxiliary pier	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00
Transition pier	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00	0.00E + 00

Note. The failure probability takes the value of 0 when it is smaller than 1.0E − 30.