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 298
... factor for the two configurations becomes 45 both for Case I and Case III . The corresponding values for the safety factors referring to the base case analyses are 2983 for Case I and 29 for Case III . Obviously , the factor for the ...
... factor for the two configurations becomes 45 both for Case I and Case III . The corresponding values for the safety factors referring to the base case analyses are 2983 for Case I and 29 for Case III . Obviously , the factor for the ...
Page 299
... factor for the two object functions is shown in Table 9. The weight factors w ; which are applied are all equal to 0.25 . The table contains results for ( annual ) target failure probabilities ranging from 102 to 10 % . Typically , 10 ...
... factor for the two object functions is shown in Table 9. The weight factors w ; which are applied are all equal to 0.25 . The table contains results for ( annual ) target failure probabilities ranging from 102 to 10 % . Typically , 10 ...
Page 439
... factors " are applied . The adjustment factors are assessed from the list of risk contributors as described in details later in this chapter . The presentation of the blowout fault tree is mainly to illustrate the logic of a blow- out ...
... factors " are applied . The adjustment factors are assessed from the list of risk contributors as described in details later in this chapter . The presentation of the blowout fault tree is mainly to illustrate the logic of a blow- out ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
Copyright | |
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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