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 314
... values of h . The end point ( D = 7 m , lw2 = 750 m ) results in well distributed values for the various depths at equilibrium , and thus a design based on these values would be more practical . Also note from Table 3 that the lower ...
... values of h . The end point ( D = 7 m , lw2 = 750 m ) results in well distributed values for the various depths at equilibrium , and thus a design based on these values would be more practical . Also note from Table 3 that the lower ...
Page 385
... VALUE In equation ( 4 ) ws ( 0 ) and ( 0 ) are known conditions . Two of four initial values are also known according to support condition of pile head . The other two initial values must be solved by support condition of pile end ...
... VALUE In equation ( 4 ) ws ( 0 ) and ( 0 ) are known conditions . Two of four initial values are also known according to support condition of pile head . The other two initial values must be solved by support condition of pile end ...
Page 538
... values seem to differ somewhat ; however , this is mainly where the RMS magnitude is relatively small , resulting in higher variability . The RMS values of mooring line tension , particularly for the upwind line , showed some ...
... values seem to differ somewhat ; however , this is mainly where the RMS magnitude is relatively small , resulting in higher variability . The RMS values of mooring line tension , particularly for the upwind line , showed some ...
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