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 247
... reduced the uncertainty in fatigue loading from a COV = 0.25 to a COV = 0.15 , i.e. the mean value of the factor X , ( see Eq . ( 4 ) ) will still be equal to 1.0 but the COV is reduced to 15 % . The updated fatigue reliability is also ...
... reduced the uncertainty in fatigue loading from a COV = 0.25 to a COV = 0.15 , i.e. the mean value of the factor X , ( see Eq . ( 4 ) ) will still be equal to 1.0 but the COV is reduced to 15 % . The updated fatigue reliability is also ...
Page 339
... reduced uncertainty for the corrosion rate ( e.g. due to in - service inspections ) is investigated by reducing the COV of both the linear and nonlinear rate to 1.0 % . ( iv ) The form of the failure function is changed ( but the basic ...
... reduced uncertainty for the corrosion rate ( e.g. due to in - service inspections ) is investigated by reducing the COV of both the linear and nonlinear rate to 1.0 % . ( iv ) The form of the failure function is changed ( but the basic ...
Page 367
... Reduced slenderness b ) Reduced slenderness Temperature : 600 deg C USFOS Eurocode 3 Temperature : 700 deg C USFOS Eurocode 3 Buckling factor Ncr / Np 0.8 0.6 0.4 70 0.2 - 1000 1200 Temperature [ ° C ] Temperature : 500 deg C USFOS ...
... Reduced slenderness b ) Reduced slenderness Temperature : 600 deg C USFOS Eurocode 3 Temperature : 700 deg C USFOS Eurocode 3 Buckling factor Ncr / Np 0.8 0.6 0.4 70 0.2 - 1000 1200 Temperature [ ° C ] Temperature : 500 deg C USFOS ...
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