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 190
... uncertainty will exceed strength uncertainty , and because one leg has higher stresses than the others , it is assumed that Eq . ( 3 ) is representative of the TLP system . EXTREME STRESS AND ULTIMATE STRENGTH The failure mode ...
... uncertainty will exceed strength uncertainty , and because one leg has higher stresses than the others , it is assumed that Eq . ( 3 ) is representative of the TLP system . EXTREME STRESS AND ULTIMATE STRENGTH The failure mode ...
Page 335
... uncertainties related to design of the anchour system can be envisaged . These comprise e.g. the following : ( i ) Statistical uncertainty and model uncertainty related to esti- mation of extreme line tension . These are in turn ...
... uncertainties related to design of the anchour system can be envisaged . These comprise e.g. the following : ( i ) Statistical uncertainty and model uncertainty related to esti- mation of extreme line tension . These are in turn ...
Page 337
... uncertainty , basin tests versus full- scale Model uncertainty , environment modelling Auxiliary standard normal variable for extreme load effect Statistical uncertainty , Gumbel location Statistical uncertainty , Gumbel scale ...
... uncertainty , basin tests versus full- scale Model uncertainty , environment modelling Auxiliary standard normal variable for extreme load effect Statistical uncertainty , Gumbel location Statistical uncertainty , Gumbel scale ...
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