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 187
... measured wave forces vs. Computed wave forces are plotted in Figure 4 for the three cases . It can be seen from the figure that the values of the computed wave forces of case I are generally less than that of the measured values , that ...
... measured wave forces vs. Computed wave forces are plotted in Figure 4 for the three cases . It can be seen from the figure that the values of the computed wave forces of case I are generally less than that of the measured values , that ...
Page 472
... measured rolling motion will effect the results . These limitations of the analysis method should be kept in mind when comparing with model test results . Measured versus calculated relative wave motion Figures 12 and 13 shows the ...
... measured rolling motion will effect the results . These limitations of the analysis method should be kept in mind when comparing with model test results . Measured versus calculated relative wave motion Figures 12 and 13 shows the ...
Page 477
... measured for fixed 0 , as is the case with O - M . Second , all damping components are computed using methods with different physics bases which are superposed expecting that experimentally measured coefficients account for coupling ...
... measured for fixed 0 , as is the case with O - M . Second , all damping components are computed using methods with different physics bases which are superposed expecting that experimentally measured coefficients account for coupling ...
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