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 507
... mooring line stiffness characteristics . 2.2 . Measurement of Motions and Line tensions Strain - gauged C - gauges were used to measure the mooring line forces and were located at the fairlead end of the mooring lines . The gauges were ...
... mooring line stiffness characteristics . 2.2 . Measurement of Motions and Line tensions Strain - gauged C - gauges were used to measure the mooring line forces and were located at the fairlead end of the mooring lines . The gauges were ...
Page 529
... mooring system design , a desired pretension is established for the lines at each draft . However , due to practical ... mooring system . In this paper , the sensitivity of the mooring line pretension on the overall performance of the ...
... mooring system design , a desired pretension is established for the lines at each draft . However , due to practical ... mooring system . In this paper , the sensitivity of the mooring line pretension on the overall performance of the ...
Page 532
... mooring lines was computed by ZenMoor program [ 2 ] using the line properties and fairlead and anchor coordinates of the lines . The hydrodynamic characteristics were developed by 3 - D diffraction - radiation motion response program ...
... mooring lines was computed by ZenMoor program [ 2 ] using the line properties and fairlead and anchor coordinates of the lines . The hydrodynamic characteristics were developed by 3 - D diffraction - radiation motion response program ...
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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