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
... linear in the sense that the individual sinusoids can be added together to describe a directionally spread and dispersive surface . Once the waves have finite amplitude , however , the free surface boundary conditions are no longer ...
... linear in the sense that the individual sinusoids can be added together to describe a directionally spread and dispersive surface . Once the waves have finite amplitude , however , the free surface boundary conditions are no longer ...
Page 22
... linear assumption that the phases are uniformly distributed . The nonlinear waves resulting from the interactions of these linear waves are then calculated using the hybrid method . As before , the nonlinear terms can be subtracted off ...
... linear assumption that the phases are uniformly distributed . The nonlinear waves resulting from the interactions of these linear waves are then calculated using the hybrid method . As before , the nonlinear terms can be subtracted off ...
Page 301
... linear potential or inertia wave force is considered in this case . At the generic location ( x , z ) , the inertia force per unit length is then given by „ рπD ' · ù ( x , z , 1 ) f ( x , z , t ) = C M where u ( x , z , t ) is the ...
... linear potential or inertia wave force is considered in this case . At the generic location ( x , z ) , the inertia force per unit length is then given by „ рπD ' · ù ( x , z , 1 ) f ( x , z , t ) = C M where u ( x , z , t ) is the ...
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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