A New Approach for Probabilistic Risk Assessment of Ship Collision with Riverside Bridges

Table 1

Comparison of factors considered in various models.

Empirical formulas	Tonnage	Velocity	Yaw angle	Rigidity	Pile cap
TB10002 [12]	√	√	√	√	—
JTGD60 [13]	√	√	—	—	—
AASHTO [7]	√	√	—	—	—
Eurocode 1 [14]	√	√	—	√	—
Chencheng [15]	√	√	√	—	√
NPRA [16]	√	—	—	—	—
NREF [17]	√	—	—	—	—