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
... 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 satisfied by ( 1 ) . These finite amplitude effects are ...
... 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 satisfied by ( 1 ) . These finite amplitude effects are ...
Page 105
... added mass are the major uncertainty sources in the structural mass ( Karadeniz et al . 1983 ) and ( Karadeniz 1992 ) . A matrix formulation of the added mass contains the inertia force coefficient , cm of the Morison's equation , which ...
... added mass are the major uncertainty sources in the structural mass ( Karadeniz et al . 1983 ) and ( Karadeniz 1992 ) . A matrix formulation of the added mass contains the inertia force coefficient , cm of the Morison's equation , which ...
Page 367
... added to this system . The VLFS is expected to be used for public use such as an airport and so on . In such a case many passengers , crews and ground service persons , will stay on the VLFS . VLFS also support many facilities and ...
... added to this system . The VLFS is expected to be used for public use such as an airport and so on . In such a case many passengers , crews and ground service persons , will stay on the VLFS . VLFS also support many facilities and ...
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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