Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 2American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 35
... reference event , that is , we assume that the cdf of a random wave height is ( 1 ) . The fitting of the above family can be done either by using all data or only tail data ( peak over threshold ( POT ) method ) , depending on the type ...
... reference event , that is , we assume that the cdf of a random wave height is ( 1 ) . The fitting of the above family can be done either by using all data or only tail data ( peak over threshold ( POT ) method ) , depending on the type ...
Page 172
... reference value for Ps = 97.7 % : AOR = 82.1 N / mm2 The standard deviation is smaller than that found in the statis- tical evaluation of fatigue tests of this detail , see Table 1. Proba- bly additional factors have affected the ...
... reference value for Ps = 97.7 % : AOR = 82.1 N / mm2 The standard deviation is smaller than that found in the statis- tical evaluation of fatigue tests of this detail , see Table 1. Proba- bly additional factors have affected the ...
Page 181
... reference value for all design curves , # - reference value for two - slope mean curves , + - reference value for one - slope mean curves . G = logn - log D ( 8 ) G < 0 indicates a fatigue failure of the joint under consideration ...
... reference value for all design curves , # - reference value for two - slope mean curves , + - reference value for one - slope mean curves . G = logn - log D ( 8 ) G < 0 indicates a fatigue failure of the joint under consideration ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 57 |
A Naess | 79 |
Copyright | |
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acceptance criteria amplitude applied approach approximation assessment assumed axial force bending blowout buoy calculated coefficient components considered Cook Inlet crack growth defined developed distribution drilling Engineering equation estimated evaluation event extreme value distribution failure paths failure probability fatigue damage fatigue strength Figueira da Foz Figure frequency function given human error inspection installation jet fire joint kurtosis linear marine structures maxima measurements method nonlinear normal normally distributed North Sea Norway obtained offshore construction offshore structures operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedure random variables reliability analysis reliability index response risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulation SINTEF spectra spectrum statistical Statoil stochastic stress Table temperature tether uncertainty Weibull weld