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 316
... amplitude of response 104 1 035 1.03 1.025 1 02 12 10 a = 80m ; b = 30m 8 , = 0 8 , = 0.1hy - 8,0.2hr 6 , 0.3hy • 8 ... amplitude of response 7 15- 71 7 05 6.95 69 6.85 6.8 v = 0.33 & = 0 8 , -0.1 he 8 , = 0.2hp & 0.3hr 8 , hp 675 500 ...
... amplitude of response 104 1 035 1.03 1.025 1 02 12 10 a = 80m ; b = 30m 8 , = 0 8 , = 0.1hy - 8,0.2hr 6 , 0.3hy • 8 ... amplitude of response 7 15- 71 7 05 6.95 69 6.85 6.8 v = 0.33 & = 0 8 , -0.1 he 8 , = 0.2hp & 0.3hr 8 , hp 675 500 ...
Page 381
... amplitude opera- tors ( Eq . ( 5 ) ) . Figure 7 shows the resulting significant response amplitude for wave periods T = 0 , ... 8s , again for the third lift state and at two wave headings . For comparison the significant RAOS of the ...
... amplitude opera- tors ( Eq . ( 5 ) ) . Figure 7 shows the resulting significant response amplitude for wave periods T = 0 , ... 8s , again for the third lift state and at two wave headings . For comparison the significant RAOS of the ...
Page 543
... amplitude , bi - chromatic waves Test 7687 - beat period 10.0s 0,006 E 0,004 LF amplitude [ m ] 0,002 ( model scale values ) AN No correction Correction - 2nd order bound 20 40 60 Distance from wavemaker X [ m ] 80 Fig.6 . As Fig . 4 ...
... amplitude , bi - chromatic waves Test 7687 - beat period 10.0s 0,006 E 0,004 LF amplitude [ m ] 0,002 ( model scale values ) AN No correction Correction - 2nd order bound 20 40 60 Distance from wavemaker X [ m ] 80 Fig.6 . As Fig . 4 ...
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