Research on Bridge Structure Reliability Evaluation due to Vessels Collison Based on a Statistical Moment Method

Table 5

Maximum rotation angle of plastic hinge zone at top of pile foundation.

Working condition	The maximum angle of pile top of No. 1 pier	The maximum angle of pile top of No. 2 pier
1	2.386E-03	1.513E-03
2	1.379E-03	1.206E-03
3	1.031E-03	4.800E-04
4	2.368E-03	1.797E-03
5	5.002E-03	4.796E-03
6	2.288E-02	2.176E-02
7	1.556E-03	1.480E-03
8	1.887E-03	1.764E-03
9	2.269E-03	1.755E-03
10	2.486E-03	2.725E-03