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 181
... position . The Cartesian position vector for each part of the cable are evaluated by integration of compatibility equations after all other variables had been found . In the algorithm used here the position of one cable end is specified ...
... position . The Cartesian position vector for each part of the cable are evaluated by integration of compatibility equations after all other variables had been found . In the algorithm used here the position of one cable end is specified ...
Page 254
... position to the far position may be quite different from the normal displacement from the mid position to the near position . In other words , the normal displacement is not symmetric about the mid - position owing to geometric non ...
... position to the far position may be quite different from the normal displacement from the mid position to the near position . In other words , the normal displacement is not symmetric about the mid - position owing to geometric non ...
Page 511
... positions which are bow , midship and stern . As we can see from Fig . 8 at the bow position the magnitude of the maximum normal acceleration increases linearly with the fall height for a particular value of the falling angle . For a ...
... positions which are bow , midship and stern . As we can see from Fig . 8 at the bow position the magnitude of the maximum normal acceleration increases linearly with the fall height for a particular value of the falling angle . For a ...
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