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 100
... simulations is very tempting . A strategy utilizing information gleaned from a preliminary time or frequency domain analysis is described below and is then applied to two flexible riser configurations . SIMULATIONS AND LINEAR RESPONSE ...
... simulations is very tempting . A strategy utilizing information gleaned from a preliminary time or frequency domain analysis is described below and is then applied to two flexible riser configurations . SIMULATIONS AND LINEAR RESPONSE ...
Page 101
... simulated response that the largest simulated maxima will be found near the largest estimated maxima , the response estimates may be used to identify which portions of the wave record that should be simulated . Short simulations are ...
... simulated response that the largest simulated maxima will be found near the largest estimated maxima , the response estimates may be used to identify which portions of the wave record that should be simulated . Short simulations are ...
Page 102
... simulated response show the correct non- Gaussian behaviour . If a small number of simulations is planned , the correlation between the properties of the simulated and estimated response time series may be used to choose wave records ...
... simulated response show the correct non- Gaussian behaviour . If a small number of simulations is planned , the correlation between the properties of the simulated and estimated response time series may be used to choose wave records ...
Contents
Application to the Spanish | 25 |
PROBABILISTIC RESPONSE OF MARINE STRUCTURES | 79 |
Reducing Simulation Lengths in Extreme Response Estimation of a Flexible Riser | 99 |
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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