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 19
... Waves in the ocean are nonlinear , random and directionally spread , but engineering calculations are almost always made using waves that are either linear and random or nonlinear and regular . Until recently , methods for more accurate ...
... Waves in the ocean are nonlinear , random and directionally spread , but engineering calculations are almost always made using waves that are either linear and random or nonlinear and regular . Until recently , methods for more accurate ...
Page 170
... wave directions not only in regular waves but also in irregular waves . Within the framework of linearisation the responses of a floating structure to irregular waves can be considered as the summation of the responses to regular waves ...
... wave directions not only in regular waves but also in irregular waves . Within the framework of linearisation the responses of a floating structure to irregular waves can be considered as the summation of the responses to regular waves ...
Page 357
... wave period and Hs is the significant wave height under an irregular sea state . From these equations , we can ... regular waves as shown in Fig . Al . The governing equation of the vertical deflection of the structure is given by ...
... wave period and Hs is the significant wave height under an irregular sea state . From these equations , we can ... regular waves as shown in Fig . Al . The governing equation of the vertical deflection of the structure is given by ...
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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