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 82
... approximately 0.47 . Removing the cylinder , or separating the disk and cylinder so as to eliminate hydrodynamic interaction , more than doubles the added mass . The isolated disk has a coefficient of approximately 1.10m ' . Both the ...
... approximately 0.47 . Removing the cylinder , or separating the disk and cylinder so as to eliminate hydrodynamic interaction , more than doubles the added mass . The isolated disk has a coefficient of approximately 1.10m ' . Both the ...
Page 83
... approximately 5.0 ( Fig . ( 8 ) of Prislin et al . , 1998 ) and 9.0 ( Fig . ( 9 ) of Dalzell , 1978 ) . From Fig . ( 6 ) , the circular disk has a drag coefficient of approximately 10.0 . The reason for the low drag coefficient of ...
... approximately 5.0 ( Fig . ( 8 ) of Prislin et al . , 1998 ) and 9.0 ( Fig . ( 9 ) of Dalzell , 1978 ) . From Fig . ( 6 ) , the circular disk has a drag coefficient of approximately 10.0 . The reason for the low drag coefficient of ...
Page 277
... approximately 2 , as are the vertical forces . The transverse forces are essentially unchanged . CONCLUSIONS Based on the current study , the following conclusions can be drawn . It should be noted that they are based on the module ...
... approximately 2 , as are the vertical forces . The transverse forces are essentially unchanged . CONCLUSIONS Based on the current study , the following conclusions can be drawn . It should be noted that they are based on the module ...
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