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 186
Force ( kN 16 Force ( KM ) Force ( kN ) 10 Force ( kN ) 10 12 cat C4 10 Forge Radus 3 10 Force Radus Radus Hs = 0 5m Hs = 1.0m 1 C Hs - 1 5m 24 1C -24 1 el Force ( kN ) ce C4 +18 Radu ( m ) Force ( kN ) 408 04 12 10 Forge -12 2000 4000 ...
Force ( kN 16 Force ( KM ) Force ( kN ) 10 Force ( kN ) 10 12 cat C4 10 Forge Radus 3 10 Force Radus Radus Hs = 0 5m Hs = 1.0m 1 C Hs - 1 5m 24 1C -24 1 el Force ( kN ) ce C4 +18 Radu ( m ) Force ( kN ) 408 04 12 10 Forge -12 2000 4000 ...
Page 522
... Force on the New Caisson of 120 - ft ( 36.6m ) draft in 7 knot ( 3.6m / s ) Ebb flow Note that the inline drag force as well as transverse force is higher for the East Pier than for the West . Even though the pier geometry is equivalent ...
... Force on the New Caisson of 120 - ft ( 36.6m ) draft in 7 knot ( 3.6m / s ) Ebb flow Note that the inline drag force as well as transverse force is higher for the East Pier than for the West . Even though the pier geometry is equivalent ...
Page 524
Y - Force , kips 2000 Scaled - up Y Force 1600 Full - Scale Y Force 1200 800 400 0 -400 100 140 180 Time , s 220 260 Figure 9 : Time History of Y Forces for Model and Prototype Flood Case The same conclusions may be drawn for the flood ...
Y - Force , kips 2000 Scaled - up Y Force 1600 Full - Scale Y Force 1200 800 400 0 -400 100 140 180 Time , s 220 260 Figure 9 : Time History of Y Forces for Model and Prototype Flood Case The same conclusions may be drawn for the flood ...
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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