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
... plate drag and added mass co- efficient are dependent mainly on the Keulegan - Carpenter ( KC ) number . And for a truss spar heave plate , the typical Ca is about 0.5 , and is slightly higher in hurricane waves than in fatigue seas [ 6 ] ...
... plate drag and added mass co- efficient are dependent mainly on the Keulegan - Carpenter ( KC ) number . And for a truss spar heave plate , the typical Ca is about 0.5 , and is slightly higher in hurricane waves than in fatigue seas [ 6 ] ...
Page 205
... plates ; number : 09 . Part II Perforated plates - same holes ( diameter = 0.5m , num- ber = 5 ) , different hole area ratio Sh / Sp ( Sh is the total area of holes , and Sp is the area of plate ) . Part III Perforated plates - similar ...
... plates ; number : 09 . Part II Perforated plates - same holes ( diameter = 0.5m , num- ber = 5 ) , different hole area ratio Sh / Sp ( Sh is the total area of holes , and Sp is the area of plate ) . Part III Perforated plates - similar ...
Page 207
Heave RAO Added Mass Volume / Cell Volume 4 1.2 1.0 9 plates 7 plates Calculation Test No heave plate 8 6 5 plates 3 plates 2 O 2 4 6 Plate Spacing / Plate length ( H / L ) Figure 3. ADDED MASS RATIO . Plate Force RAO 50 50 3 plates 5 ...
Heave RAO Added Mass Volume / Cell Volume 4 1.2 1.0 9 plates 7 plates Calculation Test No heave plate 8 6 5 plates 3 plates 2 O 2 4 6 Plate Spacing / Plate length ( H / L ) Figure 3. ADDED MASS RATIO . Plate Force RAO 50 50 3 plates 5 ...
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 considered Copyright 2006 curve cylinder damping deck diameter displacement dynamic effects Engineering June 4-9 equation experimental fatigue damage floating force frequency domain function heave hull hydrodynamic impact interaction jacket linear LNG carrier matrix maximum measured Mechanics and Arctic method mode mode shapes model tests mooring lines motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics oscillation parameters pile pipe plate platform predicted presented ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table tank Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine