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 204
... heave period out of the range of the wave energy ; and 3 ) further reducing the linear heave exci- tation forces . The concept behind deep draft floaters is their abil- ity to reduce first - order heave excitation significantly so that ...
... heave period out of the range of the wave energy ; and 3 ) further reducing the linear heave exci- tation forces . The concept behind deep draft floaters is their abil- ity to reduce first - order heave excitation significantly so that ...
Page 206
... heave plates , which leads to a requirement of more heave plates and small spacing in a certain length of truss section . Meanwhile , more heave plates also result in an increase of total weight and cost . Fig . 3 shows the total added ...
... heave plates , which leads to a requirement of more heave plates and small spacing in a certain length of truss section . Meanwhile , more heave plates also result in an increase of total weight and cost . Fig . 3 shows the total added ...
Page 207
... HEAVE PLATES . Table 3. HEAVE DAMPING AND ADDED MASS COEFFICIENTS ( Dhole = 0.5m ) . no plate 3 plates 5 plates 7 plates 3 9 plates O 0 10 20 30 40 50 Period ( Sec ) Figure 4. HEAVE RAO WITH DIFFERENT NUMBERS OF HEAVE PLATES . Type Sh ...
... HEAVE PLATES . Table 3. HEAVE DAMPING AND ADDED MASS COEFFICIENTS ( Dhole = 0.5m ) . no plate 3 plates 5 plates 7 plates 3 9 plates O 0 10 20 30 40 50 Period ( Sec ) Figure 4. HEAVE RAO WITH DIFFERENT NUMBERS OF HEAVE PLATES . Type Sh ...
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