Study on the Time-dependent Reliability of Corroded Reinforced Concrete Bridge Structures due to Ship Impact

Table 6

Iteration 1 (at build-out).

V/m/s	DWT/kN	Ultimate angle of rotation/rad	Allowable corner/rad	R-S
2.63324	3500	0.000122	0.013857165	0.013735165
3.86676	3500	0.000194	0.013857165	0.013663165
3.25	64.7659	0.00004	0.013857165	0.013817165
3.25	6935.234	0.007011	0.013857165	0.006846165
3.25	3500	0.000154	0.013857165	0.013703165