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
... applied to 13 Dominant Load Parameters ( DLPs ) , including the vertical bending moment , horizontal bending moment , port side pressure , starboard side pressure , vertical , horizontal and longitudinal accelerations , pitch and roll ...
... applied to 13 Dominant Load Parameters ( DLPs ) , including the vertical bending moment , horizontal bending moment , port side pressure , starboard side pressure , vertical , horizontal and longitudinal accelerations , pitch and roll ...
Page 533
... applied on the mooring system with defined line pretensions . Subsequently the dynamic time - varying parts of the external forces are applied in a dynamic simulation . All the steps are performed in one single run . Table 1 presents ...
... applied on the mooring system with defined line pretensions . Subsequently the dynamic time - varying parts of the external forces are applied in a dynamic simulation . All the steps are performed in one single run . Table 1 presents ...
Page 594
... Applied Mathematics . Applied Mathematical Sciences , v.34 . Springer - Verlag , New York , 1981 , 558 pp . [ 9 ] Bender , C.M and Orszag , S.A. , 1978 , Advanced Mathematical Methods for Scientists and Engineers . McGraw - Hill Book Co ...
... Applied Mathematics . Applied Mathematical Sciences , v.34 . Springer - Verlag , New York , 1981 , 558 pp . [ 9 ] Bender , C.M and Orszag , S.A. , 1978 , Advanced Mathematical Methods for Scientists and Engineers . McGraw - Hill Book Co ...
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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