Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 79
Page 231
... flow , or cross - flow ) rms displacement , for the uniform flow tests with tandem ( no offset ) end spacings . Various tandem spacings were tested . The acceleration ratio is the downstream cylinder rms acceleration divided by the ...
... flow , or cross - flow ) rms displacement , for the uniform flow tests with tandem ( no offset ) end spacings . Various tandem spacings were tested . The acceleration ratio is the downstream cylinder rms acceleration divided by the ...
Page 232
... Flow For the sheared flow tests , only the transverse displacement ratios are presented here . Figure 12 presents these displacement ratios for the tandem configurations . These ratios fall below unity when the upstream cylinder ...
... Flow For the sheared flow tests , only the transverse displacement ratios are presented here . Figure 12 presents these displacement ratios for the tandem configurations . These ratios fall below unity when the upstream cylinder ...
Page 570
... flow forces are from the steady flow . In general , the dynamic part of the forces is much higher in flood compared to ebb . Table 5 : Maximum Amplitude of Measured Forces and Moments ( about WL ) on Caisson in Flood Flow ( NOTE : 1 kip ...
... flow forces are from the steady flow . In general , the dynamic part of the forces is much higher in flood compared to ebb . Table 5 : Maximum Amplitude of Measured Forces and Moments ( about WL ) on Caisson in Flood Flow ( NOTE : 1 kip ...
Other editions - View all
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