Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 61
... shown to be different from the interaction force . The interaction effect on the forces is clearly seen in Fig . 5 . This example is shown for two side - by side cylinders in line with the waves . The cylinder geometry matches those in ...
... shown to be different from the interaction force . The interaction effect on the forces is clearly seen in Fig . 5 . This example is shown for two side - by side cylinders in line with the waves . The cylinder geometry matches those in ...
Page 322
... shown in Figure 3.3.1 . The amplitudes of axial tension at point A and B per unit wave amplitude are shown versus wave period . Fluctuation of tension is largest at the period of about 13 sec . , at which the amplitude of relative ...
... shown in Figure 3.3.1 . The amplitudes of axial tension at point A and B per unit wave amplitude are shown versus wave period . Fluctuation of tension is largest at the period of about 13 sec . , at which the amplitude of relative ...
Page 592
... shown for the shallow and deep draught models in Fig.s 13 and 14 in which a comparison of the behaviour of the solid and large porous keels in long and short crested seas is shown . The procedure was repeated for a subset of the ...
... shown for the shallow and deep draught models in Fig.s 13 and 14 in which a comparison of the behaviour of the solid and large porous keels in long and short crested seas is shown . The procedure was repeated for a subset of the ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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added mass amplitude analysis applied ASME axial bending boundary conditions buoy buoyancy cable calculated Campos Basin catenary components computed Conference on Offshore configuration connector Copyright cylinder damping diameter direction discrete disk displacement distribution domain drag coefficient droplets dynamic effect equation experimental Fall angle fatigue floating flow fluid force coefficient FPSO free surface free surface effects function height horizontal hydrodynamic in-line length lift force linear load Marine maximum Mechanics and Arctic method model tests module mooring line mooring system node nonlinear obtained Offshore Mechanics oscillation parameters PETROBRAS pile platform plow polyester prediction pressure reefs relative motion response Reynolds number riser ship simulation solution spectrum spheres spray cloud spray density static stiffness surge syntactic foam Table tension tether transfer function turret umbilical cable values velocity velocity potential vertical vessel water depth wave drift wave forces wave frequency wave heading