From: Long-term loss assessment of coastal bridges from hurricanes incorporating overturning failure mode
Unsubmerged | RMSE | R2 | θ0 | θ1 | θ2 | θ11 | θ12 | θ22 | |
FV-MAX | m1 = H m2 = Zc | 403.6 | 0.909 | − 1299 | 1132 | − 410.9 | −32.75 | 172.6 | − 400.3 |
FH-MAX | 140 | 0.943 | − 1899 | 1077 | − 569.2 | −77.37 | 112.1 | −10.87 | |
MMAX | 1863 | 0.897 | 3593 | 3465 | − 8261 | 7.948 | 1446 | − 725.2 | |
Submerged | RMSE | R2 | θ0 | θ1 | θ2 | θ11 | θ12 | θ22 | |
FV-MAX | m1 = H m2 = Zc | 401.2 | 0.828 | 2042 | 481.8 | 1781 | −6.311 | 29.63 | 349.7 |
FH-MAX | 117.7 | 0.901 | 139.7 | 56.96 | − 183.9 | 33.69 | 39.82 | − 35.89 | |
MMAX | 1059 | 0.879 | 7950 | 2771 | 5087 | 57.73 | 831 | 842.9 |