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 307
... shows a result of Fourier transform of a time history of force acting on the cylinder in Fig . 4. Figure 7 . shows the corresponding result of Fourier transform of a time history of vertical displacement z of the cylinder in Fig . 5 ...
... shows a result of Fourier transform of a time history of force acting on the cylinder in Fig . 4. Figure 7 . shows the corresponding result of Fourier transform of a time history of vertical displacement z of the cylinder in Fig . 5 ...
Page 397
... shows the principal dimensions of the main components of the riser system applied for calculations and analysis in the present work . Hydrodynamic coefficients adopted from literature [ 9 ] are also indicated in Table 1 . Current ...
... shows the principal dimensions of the main components of the riser system applied for calculations and analysis in the present work . Hydrodynamic coefficients adopted from literature [ 9 ] are also indicated in Table 1 . Current ...
Page 400
... shows internal fluid flow properties in the calculations . Figure 9 shows calculation results for the cases including internal pressure effects , on which only current loads were considered . In the three cases shown in Figure 9 , fluid ...
... shows internal fluid flow properties in the calculations . Figure 9 shows calculation results for the cases including internal pressure effects , on which only current loads were considered . In the three cases shown in Figure 9 , fluid ...
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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