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 36
... length " model cannot represent all tank arrangements , as such multiple " 3 - tank - length " models are needed to develop in order to assess the scantlings and fatigue strength over the entire cargo block region . An example is given ...
... length " model cannot represent all tank arrangements , as such multiple " 3 - tank - length " models are needed to develop in order to assess the scantlings and fatigue strength over the entire cargo block region . An example is given ...
Page 95
Length Scale 43.44 Tower Length Full Scale Value Units 33.5 m . Length Scale 43.44 Hydrostatic ( Deck +2 Barges ) Draft Displacement Width 33.5 m . Height 384.6 m . Freeboard without deck 7.0 m . Deck KB Length 65.5 m . Breadth Height ...
Length Scale 43.44 Tower Length Full Scale Value Units 33.5 m . Length Scale 43.44 Hydrostatic ( Deck +2 Barges ) Draft Displacement Width 33.5 m . Height 384.6 m . Freeboard without deck 7.0 m . Deck KB Length 65.5 m . Breadth Height ...
Page 397
... length , a vessel motion of 2.0m and 90 degrees was considered . Figure 4 shows distribution of values of drag coefficients ( CD ) along riser length used in the calculations with a riser of 120 meters long . In this Figure , Case 1 ...
... length , a vessel motion of 2.0m and 90 degrees was considered . Figure 4 shows distribution of values of drag coefficients ( CD ) along riser length used in the calculations with a riser of 120 meters long . In this Figure , Case 1 ...
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Common terms and phrases
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