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 284
... Random 4.7 8.2 SB26 Regular 6.0 5.0 SB27 Measured random waves -- If measured waves are input to the model , the wave properties as in Equation ( 7 ) are calculated by central difference method . The second order and fourth order ...
... Random 4.7 8.2 SB26 Regular 6.0 5.0 SB27 Measured random waves -- If measured waves are input to the model , the wave properties as in Equation ( 7 ) are calculated by central difference method . The second order and fourth order ...
Page 285
... Random Wave H1 = 4.7 ft Tp = 8.2 sec 2.325E + 04 Parameter H from 6 to 10 ft T from 5 to 10 sec 2.161E + 06 2.161E + ... random wave excitations of the 3DOF model is investigated in this section . ( A detailed study of the 2DOF model ...
... Random Wave H1 = 4.7 ft Tp = 8.2 sec 2.325E + 04 Parameter H from 6 to 10 ft T from 5 to 10 sec 2.161E + 06 2.161E + ... random wave excitations of the 3DOF model is investigated in this section . ( A detailed study of the 2DOF model ...
Page 537
... random pretension In Figure 12 the maximum line tensions for all lines from the three random trials , Case 2 ( a ) , are plotted along with those for the base case of 350 kips pretension . The base case is identical to the corresponding ...
... random pretension In Figure 12 the maximum line tensions for all lines from the three random trials , Case 2 ( a ) , are plotted along with those for the base case of 350 kips pretension . The base case is identical to the corresponding ...
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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