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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Results 1-3 of 54
Page 144
... transverse forces . Note that the transverse force magnitude associated only with the uniform flow must be found at the end of each half cycle , where the wave kinematics contribution to the shedding process is zero . Therefore , the ...
... transverse forces . Note that the transverse force magnitude associated only with the uniform flow must be found at the end of each half cycle , where the wave kinematics contribution to the shedding process is zero . Therefore , the ...
Page 146
... transverse direction apart from the damping force which they took as CDADlly . We think the present model for the transverse damping force is more realistic since it accounts for the influence of the in - line relative flow attenuating ...
... transverse direction apart from the damping force which they took as CDADlly . We think the present model for the transverse damping force is more realistic since it accounts for the influence of the in - line relative flow attenuating ...
Page 149
... Transverse Displacement ( Ymax / D ) 2.00 Figure 6 - Envelope of the Maximum Transverse Response for Wave - Current and Only - Wave Cases Figure 7 presents the planar path described by the riser at two different stations of the riser ...
... Transverse Displacement ( Ymax / D ) 2.00 Figure 6 - Envelope of the Maximum Transverse Response for Wave - Current and Only - Wave Cases Figure 7 presents the planar path described by the riser at two different stations of the riser ...
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