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 | 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