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 siendemess Temperature : 600 deg C USFOS Eurocode 3 b ) Reduced slenderness Temperature : 700 deg C USFOS Eurocode 3 Buckling factor Ncr / Np 0.8 0.6 96 0.4 70 0.2 1000 1200 Temperature [ ° C ] Temperature : 500 deg C USFOS ...
... Reduced siendemess Temperature : 600 deg C USFOS Eurocode 3 b ) Reduced slenderness Temperature : 700 deg C USFOS Eurocode 3 Buckling factor Ncr / Np 0.8 0.6 96 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 | 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