Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 34
... loads contains static load component , and dynamic components of wave - induced motions and loads , as well as other applicable loads . The B factors are used to modify the wave induced nominal design loads of the scantling design ...
... loads contains static load component , and dynamic components of wave - induced motions and loads , as well as other applicable loads . The B factors are used to modify the wave induced nominal design loads of the scantling design ...
Page 87
... load compare to Model - I . Table 3. Loads for 2D case : wave with following current Models Model - I for combined wave- for ( combined current field wave - current ) U.C. Model - II separately for wave for wave + for Model - I 0.572 F ...
... load compare to Model - I . Table 3. Loads for 2D case : wave with following current Models Model - I for combined wave- for ( combined current field wave - current ) U.C. Model - II separately for wave for wave + for Model - I 0.572 F ...
Page 88
... loads obtained by the above four models in the oblique 3D field . In the 3D oblique case , the analyses and comparisons of loads are also made at two points , at UC = 1.359 when surface undulation disappeared due to current action for a ...
... loads obtained by the above four models in the oblique 3D field . In the 3D oblique case , the analyses and comparisons of loads are also made at two points , at UC = 1.359 when surface undulation disappeared due to current action for a ...
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amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force