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 440
... mean modulus of a polyester rope under cyclic loading depends on the mean and dynamic loads ( Del Vecchio 1992 ) . In this study , iterative numerical procedures are developed to determine the modulus of each polyester rope in a mooring ...
... mean modulus of a polyester rope under cyclic loading depends on the mean and dynamic loads ( Del Vecchio 1992 ) . In this study , iterative numerical procedures are developed to determine the modulus of each polyester rope in a mooring ...
Page 444
... Mean load Pretension Chain 3100 KN Chain 2100 KN only Max Table 5. Properties of the selected Marlow Superline Minimum Breaking Strength 1500 tones Min Mean -1.39E + 01 -9.24E - 01 | -2.16E + 00 | 3.04E + 03 Standard D. 1.88E + 00 1.82E ...
... Mean load Pretension Chain 3100 KN Chain 2100 KN only Max Table 5. Properties of the selected Marlow Superline Minimum Breaking Strength 1500 tones Min Mean -1.39E + 01 -9.24E - 01 | -2.16E + 00 | 3.04E + 03 Standard D. 1.88E + 00 1.82E ...
Page 567
... Mean Velocities Measured during the Rigid Body Tests 61 - ft ( 18.6m ) draft Flood flow 7.3 ( 3.8 ) 3.7 ( 1.9 ) 5.2 ( 2.7 ) 6.4 ( 3.3 ) 8.2 ( 4.2 ) 3.19 ( 1.64 ) | 4.55 ( 2.34 ) | 5.59 ( 2.88 ) | 6.14 ( 3.16 ) | 6.81 ( 3.50 ) 143 - ft ...
... Mean Velocities Measured during the Rigid Body Tests 61 - ft ( 18.6m ) draft Flood flow 7.3 ( 3.8 ) 3.7 ( 1.9 ) 5.2 ( 2.7 ) 6.4 ( 3.3 ) 8.2 ( 4.2 ) 3.19 ( 1.64 ) | 4.55 ( 2.34 ) | 5.59 ( 2.88 ) | 6.14 ( 3.16 ) | 6.81 ( 3.50 ) 143 - ft ...
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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