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 547
... spectrum is saturated and in equilibrium with the local wind . However , there has been some controversy concerning the precise form of the spectrum , in the equilibrium conditions and , the dynamical process that is responsible for ...
... spectrum is saturated and in equilibrium with the local wind . However , there has been some controversy concerning the precise form of the spectrum , in the equilibrium conditions and , the dynamical process that is responsible for ...
Page 548
... spectrum into a wave number spectrum taking into account that the energy in the two domains is the same : df F , ( k ) = Spo ( f ) ยท dk ( 2 ) The relation between fo and ko comes from the deep water limit of the linear dispersion ...
... spectrum into a wave number spectrum taking into account that the energy in the two domains is the same : df F , ( k ) = Spo ( f ) ยท dk ( 2 ) The relation between fo and ko comes from the deep water limit of the linear dispersion ...
Page 549
... spectrum Spo ( f ) by a JONSWAP spectrum So ( f ) , and extended the relationship so obtained to the entire range of frequencies , originating the TMA model . This finite depth spectrum corresponds to a deep water mean JONSWAP form ...
... spectrum Spo ( f ) by a JONSWAP spectrum So ( f ) , and extended the relationship so obtained to the entire range of frequencies , originating the TMA model . This finite depth spectrum corresponds to a deep water mean JONSWAP form ...
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