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 154
... Figure 6 the heave motions of spar and barge are out of phase so there are some impact forces on spar shock cell as shown in Figure 7. In this situation , a fast spar de - ballast system should be used to reduce the impact force . Fast ...
... Figure 6 the heave motions of spar and barge are out of phase so there are some impact forces on spar shock cell as shown in Figure 7. In this situation , a fast spar de - ballast system should be used to reduce the impact force . Fast ...
Page 344
... Figure 17 confirms this complexity . This Figure shows the wave elevation RAO over the centre of the slope from deep water on the left to shallow water on the right ( until the end of the slope at + 275m ) . This Figure reveals another ...
... Figure 17 confirms this complexity . This Figure shows the wave elevation RAO over the centre of the slope from deep water on the left to shallow water on the right ( until the end of the slope at + 275m ) . This Figure reveals another ...
Page 363
... Figure 2 : 0.05D High Helical Strake Displacement Results In Figure 2 , the Reynolds number is plotted on the x - axis . It should be noted that there are reduced velocity effects that are also causing a variation in the results with ...
... Figure 2 : 0.05D High Helical Strake Displacement Results In Figure 2 , the Reynolds number is plotted on the x - axis . It should be noted that there are reduced velocity effects that are also causing a variation in the results with ...
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