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 426
... Amplitudes of Motion In - line Transverse 3000 3000 2500 2000 2500 2000 1500 1500 1000 500 1000 500 0 2 4 6 8 10 0 2 4 8 10 Amplitude [ m ] -Numerical Experimental ( NMRI ) Figure 2 - Maximum amplitudes for in - line and transverse ...
... Amplitudes of Motion In - line Transverse 3000 3000 2500 2000 2500 2000 1500 1500 1000 500 1000 500 0 2 4 6 8 10 0 2 4 8 10 Amplitude [ m ] -Numerical Experimental ( NMRI ) Figure 2 - Maximum amplitudes for in - line and transverse ...
Page 427
... Amplitude [ m ] Numerical Experimental ( NMRI ) Maximum Amplitude [ m ] 5 Amplitude of motion at the top of the buoy against current velocity → 3 2 1 0.5 0.7 0.9 1.1 1.3 1.5 1.7 Current Velocity [ m / s ] 1.9 2.1 Diameter = 4.4 m - and ...
... Amplitude [ m ] Numerical Experimental ( NMRI ) Maximum Amplitude [ m ] 5 Amplitude of motion at the top of the buoy against current velocity → 3 2 1 0.5 0.7 0.9 1.1 1.3 1.5 1.7 Current Velocity [ m / s ] 1.9 2.1 Diameter = 4.4 m - and ...
Page 543
... amplitude , bi - chromatic waves Test 7687 - beat period 10.0s ( model scale values ) 0,006 E 0,004 LF amplitude [ m ] 0,002 0 40 60 20 Distance from wavemaker X [ m ] 80 No correction Correction - 2nd order bound Fig.6 . As Fig . 4 but ...
... amplitude , bi - chromatic waves Test 7687 - beat period 10.0s ( model scale values ) 0,006 E 0,004 LF amplitude [ m ] 0,002 0 40 60 20 Distance from wavemaker X [ m ] 80 No correction Correction - 2nd order bound Fig.6 . As Fig . 4 but ...
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