Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 74
... periods are NOT specified as fixed values . First , the DLE return period is determined such that the platform meets the target annual probability of failure . Second , the SLE return period is determined from consideration of two ...
... periods are NOT specified as fixed values . First , the DLE return period is determined such that the platform meets the target annual probability of failure . Second , the SLE return period is determined from consideration of two ...
Page 75
... period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 on the spectral acceleration ...
... period of the platform , or the spectral acceleration at a period of 1.0 second . Given a target annual probability of failure equal to P ( Table 4 ) , the C correction factor is applied in Figure 2 on the spectral acceleration ...
Page 457
... periods and overestimate the probabilities of small and long wave periods . Wind - sea dominated sea states For wind - sea dominated spectra the shape of distribution is more regular and the models are able to characterise the wave period ...
... periods and overestimate the probabilities of small and long wave periods . Wind - sea dominated sea states For wind - sea dominated spectra the shape of distribution is more regular and the models are able to characterise the wave period ...
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amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind