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 140
... reduces to its dynamic value and the friction forces , which provide lateral support to the wire , are reduced . Reduced friction enhances lateral deflection of the wires subjected to the higher compressive forces and reduces their ...
... reduces to its dynamic value and the friction forces , which provide lateral support to the wire , are reduced . Reduced friction enhances lateral deflection of the wires subjected to the higher compressive forces and reduces their ...
Page 453
... reduced integration demonstrate a conservatism of 10 % or less . The drawback is then that a 0.25t mesh is required , but such a mesh comprised of linear elements with reduced integration is not particularly costly or time consuming ...
... reduced integration demonstrate a conservatism of 10 % or less . The drawback is then that a 0.25t mesh is required , but such a mesh comprised of linear elements with reduced integration is not particularly costly or time consuming ...
Page 497
... reduced due to these interactions and model values are assumed directly applicable in the full scale without ... reduction of the surge motion with the amount of damping is quite clear in Figure 8 for the PSD . However , the rate of ...
... reduced due to these interactions and model values are assumed directly applicable in the full scale without ... reduction of the surge motion with the amount of damping is quite clear in Figure 8 for the PSD . However , the rate of ...
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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