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 5
... positions of the second and third cylinders are given in Figure 4. The relative inline and transverse distances are made non - dimensional by using the cylinder diameter . As can be seen from the illustration the streamwise position of ...
... positions of the second and third cylinders are given in Figure 4. The relative inline and transverse distances are made non - dimensional by using the cylinder diameter . As can be seen from the illustration the streamwise position of ...
Page 7
... Position 4 and the third cylinder Position A. The effect of the relative position on the drags of the downstream cylinders can be demonstrated by comparing Figure 6 with Figure 7 where the second cylinder is moved to Position 5 while ...
... Position 4 and the third cylinder Position A. The effect of the relative position on the drags of the downstream cylinders can be demonstrated by comparing Figure 6 with Figure 7 where the second cylinder is moved to Position 5 while ...
Page 428
... position of the piston respectively . AZ - 24 where A is the amplitude of the imposed motion . T ( t ) = 1 1 2 2 cos ( at ) ( 10 ) The piston oscillates between the lower position ( t = kT ) and the higher position ( t = k * T / 2 ) at ...
... position of the piston respectively . AZ - 24 where A is the amplitude of the imposed motion . T ( t ) = 1 1 2 2 cos ( at ) ( 10 ) The piston oscillates between the lower position ( t = kT ) and the higher position ( t = k * T / 2 ) at ...
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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