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
... 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 and ...
... 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 and ...
Page 428
... significant wave height with the long - term probability density function ( PDF ) for peak significant wave heights . The Gumbel distribution is selected for modelling the short - term distribution for maximum individual waves . It has ...
... significant wave height with the long - term probability density function ( PDF ) for peak significant wave heights . The Gumbel distribution is selected for modelling the short - term distribution for maximum individual waves . It has ...
Page 431
... significant wave height ( in meters ) . Directional correlation is taken into account . α , BHs 5.50 o | Hss $ .50 ... significant wave height of a storm and f ; ( h ) is the long - term probability density function for the peak ...
... significant wave height ( in meters ) . Directional correlation is taken into account . α , BHs 5.50 o | Hss $ .50 ... significant wave height of a storm and f ; ( h ) is the long - term probability density function for the peak ...
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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