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 4
... pipe between plates Vertical position of rings from bottom plate Length and diameter of pipe and force rings Length between force ring and top plate Depth of submergence of top plate Depth of submergence of inner pipe Thickness of square ...
... pipe between plates Vertical position of rings from bottom plate Length and diameter of pipe and force rings Length between force ring and top plate Depth of submergence of top plate Depth of submergence of inner pipe Thickness of square ...
Page 139
... pipe , about 150m long , is partially supported by the sea bottom and connected to a lay vessel by a pipe follower or a wire rope . The flexible pipe has to withstand a 4 hour period of cyclic bending due to the motions of the lay ...
... pipe , about 150m long , is partially supported by the sea bottom and connected to a lay vessel by a pipe follower or a wire rope . The flexible pipe has to withstand a 4 hour period of cyclic bending due to the motions of the lay ...
Page 140
... pipe wall . The high strength tape is wound around the flexible pipe armor in order to counteract such expansion . If the longitudinal compressive action is sufficiently large , the high strength tape will break leading to a birdcage ...
... pipe wall . The high strength tape is wound around the flexible pipe armor in order to counteract such expansion . If the longitudinal compressive action is sufficiently large , the high strength tape will break leading to a birdcage ...
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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