Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
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Page 108
... frequency domain results . For the low frequency responses , however , discrepancies occur . The frequency domain results are lower than those of time domain in surge and sway and higher in roll and pitch . In heave , both methods agree ...
... frequency domain results . For the low frequency responses , however , discrepancies occur . The frequency domain results are lower than those of time domain in surge and sway and higher in roll and pitch . In heave , both methods agree ...
Page 109
... Frequency Domain Analysis 0.60 A TimeD ( Low Freq ) - FreqD ( Low Freq ) TimeD ( Wave Freq ) FreqD ( Wave Freq ) 0.50 0.40 0.30 0.20 0.10 0.00 0 2 3 Realization 5 6 Fig . 6 Time versus frequency domain low- and high - frequency sway ...
... Frequency Domain Analysis 0.60 A TimeD ( Low Freq ) - FreqD ( Low Freq ) TimeD ( Wave Freq ) FreqD ( Wave Freq ) 0.50 0.40 0.30 0.20 0.10 0.00 0 2 3 Realization 5 6 Fig . 6 Time versus frequency domain low- and high - frequency sway ...
Page 112
... frequency ( rad / s ) SUMMARY AND CONCLUSIONS Time and frequency domain solutions are compared with field measurement data for the Horn Mountain spar during hurricane Isidore . In the time and frequency domain analysis the first - order ...
... frequency ( rad / s ) SUMMARY AND CONCLUSIONS Time and frequency domain solutions are compared with field measurement data for the Horn Mountain spar during hurricane Isidore . In the time and frequency domain analysis the first - order ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
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25th International Conference added mass amplitude analysis applied Arctic Engineering June ASME axial behavior bending bending moment boundary caisson calculated catenary coefficients collision computed Conference on Offshore configuration Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine