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 19
... experimental data and the results from Eq . ( 3 ) Equivalent Scour Depth 0.35 0.3 0.25 Results of Eq . ( 4 ) 0.2 0.15 0.1 0.05 C Present Experiments 0.00 100 200 300 4.00 5.00 6.00 7.00 KC Number Figure research 4. Comparison between ...
... experimental data and the results from Eq . ( 3 ) Equivalent Scour Depth 0.35 0.3 0.25 Results of Eq . ( 4 ) 0.2 0.15 0.1 0.05 C Present Experiments 0.00 100 200 300 4.00 5.00 6.00 7.00 KC Number Figure research 4. Comparison between ...
Page 245
... experiments com- pared to the 0.5 inundation case . Now considering the in- crease in load caused by the increased inundation ; the 1.5 m increase in inundation corresponds to the load being in- creased by 30 MN . The pressure cause by ...
... experiments com- pared to the 0.5 inundation case . Now considering the in- crease in load caused by the increased inundation ; the 1.5 m increase in inundation corresponds to the load being in- creased by 30 MN . The pressure cause by ...
Page 246
... Experiments Experiments Inundation 1.5 m 0.5 m 2.0 m Deck width 30 m 83.6 m 83.6 m Fv.max Fv.min 41 MN 67 MN 80 MN -22 MN -35 MN -50 MN It is clear from the table that the minimum values for both the Iwanowski results and the Statfjord ...
... Experiments Experiments Inundation 1.5 m 0.5 m 2.0 m Deck width 30 m 83.6 m 83.6 m Fv.max Fv.min 41 MN 67 MN 80 MN -22 MN -35 MN -50 MN It is clear from the table that the minimum values for both the Iwanowski results and the Statfjord ...
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