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 | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
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acceptance criteria ALARP applied approach assessment assumed blowout blowout frequency calculated coefficient collisions components considered Cook Inlet crack growth curve database defined developed distribution drilling effect elements Engineering equation estimated evaluation event extreme failure probability fatigue damage Figueira da Foz Figure function given human error inspection installation joint kurtosis limit linear load marine structures maxima mean measures method normal normally distributed North Sea Norway Norwegian offshore construction offshore structures OHRAT operation parameters passive fire protection performed phase pipe platform prediction pressure probability of failure problem procedures random variables reliability analysis response riser risk analysis S-N curve Safety and Reliability safety factors sample scenarios ship significant wave height simulations SINTEF spectra spectrum statistical Statoil stress Table temperature tether uncertainty values velocity water depth weld