Skip to main content

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