Research Article

Probabilistic Assessment of Degree of Bending in Tubular X-Joints of Offshore Structures Subjected to Bending Loads

Table 2

Estimated parameters of PDFs fitted to the density histograms of DoB samples.

Fitted PDF ParametersEstimated values
DoBS-OPBDoBD-OPB

Birnbaum-Saunders
0.90498 
0.0303296
0.813539 
0.093508
0.897649 
0.037795
Extreme value
0.91884 
0.0251115
0.853587 
0.0693142
0.688765 
0.190828
0.91473 
0.0318889
Gamma
1089.95 
0.000830676
116.665 
0.0070038
704.135 
0.00127574
Generalized extreme value

−0.342762 
0.0280815 
0.896484
−0.331497 
0.0772041 
0.79235
−0.286603 
0.19848 
0.518683
−0.325209 
0.0350571 
0.887031
Log-logistic
−0.0988711 
0.0177489
−0.201561 
0.05286
−0.56315 
0.219722
−0.106302 
0.0209965
Logistic
0.906074 
0.0160357
0.819049 
0.0427215
0.590133 
0.118319
0.899405 
0.0187924
Lognormal
−0.0998412 
0.0303511
−0.206291 
0.0934124
−0.596375 
0.386297
−0.107973 
0.0378179
Nakagami
273.263 
0.820492
2.2093 
0.386864
177.064 
0.80806
Normal (Gaussian)
0.905396 
0.0273892
0.817095 
0.074663
0.589015 
0.200225
0.89829 
0.0337215
Beta
97.8619 
10.2226
64.4534 
7.29193
Rician
0.813649 
0.0748107
0.546732 
0.209701
Weibull
0.657831 
3.29088