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 338
... problem are taken care of by the conditional distribution of X given the environmental condition . For a linear response problem ( i.e. linear loading and linear mechanical system ) which additionally is exposed to a stationary Gaussian ...
... problem are taken care of by the conditional distribution of X given the environmental condition . For a linear response problem ( i.e. linear loading and linear mechanical system ) which additionally is exposed to a stationary Gaussian ...
Page 583
... problem . Locally , at TDA , riser flexural rigidity and soil interaction play important roles , affecting the dynamic curvature . Extending and jointing together former analytical solutions on TDP dynamics and on the eigenvalue problem ...
... problem . Locally , at TDA , riser flexural rigidity and soil interaction play important roles , affecting the dynamic curvature . Extending and jointing together former analytical solutions on TDP dynamics and on the eigenvalue problem ...
Page 584
... problem turns to be of outmost importance when design tasks concern vortex - induced vibrations . Design procedures rely on the determination of eigenvalues and eigenmodes . Strictly , we should consider a nonlinear eigenvalue problem ...
... problem turns to be of outmost importance when design tasks concern vortex - induced vibrations . Design procedures rely on the determination of eigenvalues and eigenmodes . Strictly , we should consider a nonlinear eigenvalue problem ...
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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