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 13
... respectively . The structural behavior of this model changes form linear to non - linear and hence an Automatic Time Stepping feature ( “ AUTOTS ” ) of ANSYS program ( bisection methodology ) is used for gaining the better balance ...
... respectively . The structural behavior of this model changes form linear to non - linear and hence an Automatic Time Stepping feature ( “ AUTOTS ” ) of ANSYS program ( bisection methodology ) is used for gaining the better balance ...
Page 257
... respectively for loading cases 13 and 24. Each graph contains three curves ; the curves labelled u , v and w corresponds , respectively , to translational motions in the directions x , y and z ; curves labelled ru , rv and rw ...
... respectively for loading cases 13 and 24. Each graph contains three curves ; the curves labelled u , v and w corresponds , respectively , to translational motions in the directions x , y and z ; curves labelled ru , rv and rw ...
Page 442
... respectively . The third simulation was made by using the completely modified modulus and also including the structure damping . Each simulation was made for about three hours in prototype scale to obtain meaningful statistics . The ...
... respectively . The third simulation was made by using the completely modified modulus and also including the structure damping . Each simulation was made for about three hours in prototype scale to obtain meaningful statistics . The ...
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Common terms and phrases
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