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 13
... observed that the forecast values are only acceptable for a small number of gaps , of the order of 4 or 5 , from each end of the gap . Optimal Interpolation of a Missing Value The procedure of using forecast values and of weighting them ...
... observed that the forecast values are only acceptable for a small number of gaps , of the order of 4 or 5 , from each end of the gap . Optimal Interpolation of a Missing Value The procedure of using forecast values and of weighting them ...
Page 37
... observed order statistics obtained from a random sample from F ( x ; λ , σ , K ) . Since the GP distribution has three parameters , we initially choose three distinct observed order statistics x ;, Xj , Xp , where 1 ≤ i < j < r≤n ...
... observed order statistics obtained from a random sample from F ( x ; λ , σ , K ) . Since the GP distribution has three parameters , we initially choose three distinct observed order statistics x ;, Xj , Xp , where 1 ≤ i < j < r≤n ...
Page 119
... observed values . Each point plotted in the figure relates the load effect from the fitted distribution model with the observed value corresponding to the same probability level . Thus , a point below the straight line corresponds to an ...
... observed values . Each point plotted in the figure relates the load effect from the fitted distribution model with the observed value corresponding to the same probability level . Thus , a point below the straight line corresponds to an ...
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