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 19
... frequency range , measurements 1 INTRODUCTION The most striking feature of the frequency spectrum of ocean waves is the occurrence of a high frequency ( HF ) tail showing power decays in frequency over various ranges above the main ...
... frequency range , measurements 1 INTRODUCTION The most striking feature of the frequency spectrum of ocean waves is the occurrence of a high frequency ( HF ) tail showing power decays in frequency over various ranges above the main ...
Page 439
... frequency further . There are , however , two restrictions on how many activities the blowout frequency can be split on . These are : 1. The blowout data base . At least one blowout must have oc- curred during the activity to be able to ...
... frequency further . There are , however , two restrictions on how many activities the blowout frequency can be split on . These are : 1. The blowout data base . At least one blowout must have oc- curred during the activity to be able to ...
Page 548
... frequencies . greater than the spectral peak frequency the only significant parameter is the acceleration of gravity g . Phillips formulation for this equilibrium range in the frequency and wave number domain , that can be obtained on ...
... frequencies . greater than the spectral peak frequency the only significant parameter is the acceleration of gravity g . Phillips formulation for this equilibrium range in the frequency and wave number domain , that can be obtained on ...
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