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 22
... depth with a correction made for the effect of buoy displacement . In the higher frequency band ( above 3 times the peak frequency ) the effect of the filter and heave transfer function are difficult to compensate accurately , but when ...
... depth with a correction made for the effect of buoy displacement . In the higher frequency band ( above 3 times the peak frequency ) the effect of the filter and heave transfer function are difficult to compensate accurately , but when ...
Page 548
... depth . The corresponding finite depth frequency spectrum is obtained from : ( 7 ) 1 S ( f ) = · F ( k ) . ( la ) aflak ( lb ) From eqs . 5 , 6 , and 7 , Kitaigorodskii et al . ( 1975 ) found the following expression for Phillips ...
... depth . The corresponding finite depth frequency spectrum is obtained from : ( 7 ) 1 S ( f ) = · F ( k ) . ( la ) aflak ( lb ) From eqs . 5 , 6 , and 7 , Kitaigorodskii et al . ( 1975 ) found the following expression for Phillips ...
Page 555
... Depth ( m ) ∞ દ 20 H K Ks Ksat Depth 1.5 1 0.5 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 Figure 8 -Comparison between the Donelan and modified TMA spectral shape in the 20 and 70 m location for waves coming from Northwest Hso = 2.5 m ...
... Depth ( m ) ∞ દ 20 H K Ks Ksat Depth 1.5 1 0.5 0.00 0.10 0.20 0.30 0.40 0.50 0.60 0.70 Figure 8 -Comparison between the Donelan and modified TMA spectral shape in the 20 and 70 m location for waves coming from Northwest Hso = 2.5 m ...
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