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 262
... vortex shedding occurs from both cylinders . The wake behind the second cylinder is called binary , because each vortex is formed by the combination of one vortex shed from the upstream body and another by the downstream cylinder . This ...
... vortex shedding occurs from both cylinders . The wake behind the second cylinder is called binary , because each vortex is formed by the combination of one vortex shed from the upstream body and another by the downstream cylinder . This ...
Page 274
... vortex with circulation G is created for each panel , at a certain distance d of the panel . The vortices created in that way are then convected by the superposition of the effects of the free stream velocity and the induced velocity of ...
... vortex with circulation G is created for each panel , at a certain distance d of the panel . The vortices created in that way are then convected by the superposition of the effects of the free stream velocity and the induced velocity of ...
Page 347
... Vortex - Induced Vibration of Catenary Moored Cylindrical Structures School of Oil and Gas Engineering The University of Western Australia Skomedal , N. & Vada , T. 1985 , ". OMAE2004-51164 Brad Stappenbelt Email : collie@cyllene.uwa.edu ...
... Vortex - Induced Vibration of Catenary Moored Cylindrical Structures School of Oil and Gas Engineering The University of Western Australia Skomedal , N. & Vada , T. 1985 , ". OMAE2004-51164 Brad Stappenbelt Email : collie@cyllene.uwa.edu ...
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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