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 101
... maxima correspond to the 2nd , 4th , 1st , 6th and 5th largest estimated maxima in this time series . If the linear response estimates are similar enough to the simulated response that the largest simulated maxima will be found near the ...
... maxima correspond to the 2nd , 4th , 1st , 6th and 5th largest estimated maxima in this time series . If the linear response estimates are similar enough to the simulated response that the largest simulated maxima will be found near the ...
Page 102
... maxima in this simulation . Of the three large axial force maxima in this interval , two are due to snapping - those at 2353 and 2372 seconds - while the third and largest at 2341 seconds is not associated with this phenomenon . The ...
... maxima in this simulation . Of the three large axial force maxima in this interval , two are due to snapping - those at 2353 and 2372 seconds - while the third and largest at 2341 seconds is not associated with this phenomenon . The ...
Page 118
... maxima of the component ILF is commonly approximated by a Weibull or Rayleigh distribution , the local maxima of the component IWF are Rice distributed ( or for the narrow band wave spectrum Rayleigh distributed ) , whereas the ...
... maxima of the component ILF is commonly approximated by a Weibull or Rayleigh distribution , the local maxima of the component IWF are Rice distributed ( or for the narrow band wave spectrum Rayleigh distributed ) , whereas the ...
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