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 460
... environmental contour plot of significant wave height and zero - crossing / spectral peak period is considered . We define a limit state as g ( r , h ,, t , ) = r - ht ( 6 ) where m and n represent the real numbers . The limit state g ...
... environmental contour plot of significant wave height and zero - crossing / spectral peak period is considered . We define a limit state as g ( r , h ,, t , ) = r - ht ( 6 ) where m and n represent the real numbers . The limit state g ...
Page 464
... environmental contour plots introduced by Winterstein et al . ( 1993 ) to estimation of extreme wave steepness . It is shown that the extreme wave steepness estimates provided by the environmental contour plots can not be uncritically ...
... environmental contour plots introduced by Winterstein et al . ( 1993 ) to estimation of extreme wave steepness . It is shown that the extreme wave steepness estimates provided by the environmental contour plots can not be uncritically ...
Page 465
The environmental contour plots maybe use to control accuracy of environmental data as well as to study other environmental characteristics , average wave steepness is only one of them . Further investigations of extreme wave steepness ...
The environmental contour plots maybe use to control accuracy of environmental data as well as to study other environmental characteristics , average wave steepness is only one of them . Further investigations of extreme wave steepness ...
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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