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 124
... defined as " Camel " riser . The boundary for this riser configuration is indicated in Figure 5. The buoyancy length and location combinations below this line correspond to Zone IV of Figure 2. The boundary is defined with the following ...
... defined as " Camel " riser . The boundary for this riser configuration is indicated in Figure 5. The buoyancy length and location combinations below this line correspond to Zone IV of Figure 2. The boundary is defined with the following ...
Page 435
... defined constraint law to constrain a certainly defined element - based integral quantity and adopting the weak formulation . Stationary principle or minimization of total po- tential energy , the principle of virtual work , weighted ...
... defined constraint law to constrain a certainly defined element - based integral quantity and adopting the weak formulation . Stationary principle or minimization of total po- tential energy , the principle of virtual work , weighted ...
Page 439
... defined by two coordinate variables while the other set defined by the remaining two co- ordinate variables , the weighting coefficients can similarly be defined . By adopting a three - dimensional node identification method , the GCDQ ...
... defined by two coordinate variables while the other set defined by the remaining two co- ordinate variables , the weighting coefficients can similarly be defined . By adopting a three - dimensional node identification method , the GCDQ ...
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