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 427
... maximum significant wave height , the maximum individual wave height , and the maximum individual crest elevation are available . In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional ...
... maximum significant wave height , the maximum individual wave height , and the maximum individual crest elevation are available . In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional ...
Page 428
... maximum individual wave heights in a storm given the peak significant wave height with the long - term probability ... maximum individual waves . It has been shown that this distribution provides a good fit to both wave tank measurements ...
... maximum individual wave heights in a storm given the peak significant wave height with the long - term probability ... maximum individual waves . It has been shown that this distribution provides a good fit to both wave tank measurements ...
Page 431
... Maximum Likelihood estimators and covariance matrix equal to Cand = [ Han t2 = p . σα Paß an OB Panbu σ ( 11 ) 6.0 ... MAXIMUM INDIVIDUAL WAVE HEIGHTS The unconditional cumulative distribution function for the annual maximum individual ...
... Maximum Likelihood estimators and covariance matrix equal to Cand = [ Han t2 = p . σα Paß an OB Panbu σ ( 11 ) 6.0 ... MAXIMUM INDIVIDUAL WAVE HEIGHTS The unconditional cumulative distribution function for the annual maximum individual ...
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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