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 , ( ko ) Spo ( f ) · dko ( 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 , ( ko ) Spo ( f ) · dko ( 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 ( ƒ ) , 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 ( ƒ ) , 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 | 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