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Table 2 Fitting and performance coefficients for different inundation scenarios

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