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 20
... crests become higher and sharper . The amount of the increase in crest height is obviously important in setting deck elevations or freeboard . Given a the amplitude and phase coefficients of a first order directional spectrum , a ...
... crests become higher and sharper . The amount of the increase in crest height is obviously important in setting deck elevations or freeboard . Given a the amplitude and phase coefficients of a first order directional spectrum , a ...
Page 262
... crest height and thus more accurately modeling the consequent change in kinematics , fluid loading , dynamic response , etc. 4. QUASI - STATIC ENVIRONMENTAL LOADING Crest height is the dominant parameter as far as the quasi- static ...
... crest height and thus more accurately modeling the consequent change in kinematics , fluid loading , dynamic response , etc. 4. QUASI - STATIC ENVIRONMENTAL LOADING Crest height is the dominant parameter as far as the quasi- static ...
Page 427
... crest elevation are available . In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional and directional significant wave heights , individual wave heights , and individual crest heights ...
... crest elevation are available . In Sørensen & Sterndorff ( 2000 ) stochastic models for the annual maximum values of the omnidirectional and directional significant wave heights , individual wave heights , and individual crest heights ...
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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