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 232
... Transverse ( Cross - Flow ) Displacement Ratios for 1.0D Offset Configurations in Uniform Flow For the sheared flow tests , only the transverse displacement ratios are presented here . Figure 12 presents these displacement ratios for ...
... Transverse ( Cross - Flow ) Displacement Ratios for 1.0D Offset Configurations in Uniform Flow For the sheared flow tests , only the transverse displacement ratios are presented here . Figure 12 presents these displacement ratios for ...
Page 398
... Transverse 2000 800 1600 1400 1200 1000 200 Distance from the sea bottom ( m ) In line 2000 1800 1600 1400 1200 200 800 f600 400 Distance from the sea bottom ( m ) Transverse 2000 1800 1600 1400 1200 1090 800 600 200 -0.4 -0.2 0 0.2 ...
... Transverse 2000 800 1600 1400 1200 1000 200 Distance from the sea bottom ( m ) In line 2000 1800 1600 1400 1200 200 800 f600 400 Distance from the sea bottom ( m ) Transverse 2000 1800 1600 1400 1200 1090 800 600 200 -0.4 -0.2 0 0.2 ...
Page 400
Transverse displacement ( m ) Transverse displacement ( m ) 450 m from the sea bottom 0.2 0.1 D -0.2 In line displacement ( m ) 1350 m from the sea bottom 0.2 0.1 -0.2 In line displacement ( m ) Transverse displacement ( m ) 900 m from ...
Transverse displacement ( m ) Transverse displacement ( m ) 450 m from the sea bottom 0.2 0.1 D -0.2 In line displacement ( m ) 1350 m from the sea bottom 0.2 0.1 -0.2 In line displacement ( m ) Transverse displacement ( m ) 900 m from ...
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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