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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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave