Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 339
... given by Eq . ( 6 ) and the parameters given by the above mentioned empirical response surfaces instead of the theoretical response surfaces given by Eqs . ( 7 and 8 ) or ( 9 and 10 ) . From the distributions discussed so far , we can ...
... given by Eq . ( 6 ) and the parameters given by the above mentioned empirical response surfaces instead of the theoretical response surfaces given by Eqs . ( 7 and 8 ) or ( 9 and 10 ) . From the distributions discussed so far , we can ...
Page 341
... given annual probability can then be estimated from Eq . ( 16 ) through interpolation . Since we here are concerned with the very upper tail , it is mainly in the vicinity of the design point that we need an accurate joint model for the ...
... given annual probability can then be estimated from Eq . ( 16 ) through interpolation . Since we here are concerned with the very upper tail , it is mainly in the vicinity of the design point that we need an accurate joint model for the ...
Page 441
... given in Table 5 . Equation ( 2 ) is used to compute the modulus but the constants ( a , ẞ and y ) were converted based on the corresponding ones suggested by Fernandes et al . ( 1998 ) . The diameter of the polyester rope was chosen to ...
... given in Table 5 . Equation ( 2 ) is used to compute the modulus but the constants ( a , ẞ and y ) were converted based on the corresponding ones suggested by Fernandes et al . ( 1998 ) . The diameter of the polyester rope was chosen to ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force