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 224
... relative wave motions RELATIVE WAVE MOTIONS ALONG THE SIDE OF A HULL Calculated linear relative wave motions The relative motions of the waves with respect to the ship are defined as the difference between the local vertical vessel ...
... relative wave motions RELATIVE WAVE MOTIONS ALONG THE SIDE OF A HULL Calculated linear relative wave motions The relative motions of the waves with respect to the ship are defined as the difference between the local vertical vessel ...
Page 225
... relative wave motions is confirmed by the time traces of the regular wave tests . The time traces in Figure 5 show the relative motions at positions R10 , R11 and R12 together with the wave input signal for a wave period of 14.44 s ( λ ...
... relative wave motions is confirmed by the time traces of the regular wave tests . The time traces in Figure 5 show the relative motions at positions R10 , R11 and R12 together with the wave input signal for a wave period of 14.44 s ( λ ...
Page 468
... Relative motion , 100 - year maximum [ m ] 15 Relative motion , 100 - year maximum value [ m ] 15 10 0 0.1 0.2 0.3 0.4 0.5 0.6 Length from AP / Lpp [ - ] 0.7 08 0.9 Figure 3 : 100 - year maximum relative motion along the hull . Relative ...
... Relative motion , 100 - year maximum [ m ] 15 Relative motion , 100 - year maximum value [ m ] 15 10 0 0.1 0.2 0.3 0.4 0.5 0.6 Length from AP / Lpp [ - ] 0.7 08 0.9 Figure 3 : 100 - year maximum relative motion along the hull . Relative ...
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