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 198
... Energy ( N.M ) 1.20E + 06 1.00E + 06 8.00E + 05 6.00E + 05 4.00E + 05 2.00E + 05 0.00E + 00 44 45 46 Broad side Impact 47 Time ( sec ) Stern Impact 48 49 50 Figure 4- The schematic of second wave crest propagation into impacted member ...
... Energy ( N.M ) 1.20E + 06 1.00E + 06 8.00E + 05 6.00E + 05 4.00E + 05 2.00E + 05 0.00E + 00 44 45 46 Broad side Impact 47 Time ( sec ) Stern Impact 48 49 50 Figure 4- The schematic of second wave crest propagation into impacted member ...
Page 569
... energy approach , the fluid kinetic and potential energy driven by the wetted surface of the body represent all fluid actions on the rigid body . In other words , as in the momentum approach it is not necessary to take into account the ...
... energy approach , the fluid kinetic and potential energy driven by the wetted surface of the body represent all fluid actions on the rigid body . In other words , as in the momentum approach it is not necessary to take into account the ...
Page 571
... energy the conjugate La- grange's equation of motion can be used in place of the La- grange's equation of motion . Now turning back to Eqn . ( 2 ) , because TB in Eqn . ( 1 ) is a damping - free kinetic energy , following Eqn . ( 32 ) ...
... energy the conjugate La- grange's equation of motion can be used in place of the La- grange's equation of motion . Now turning back to Eqn . ( 2 ) , because TB in Eqn . ( 1 ) is a damping - free kinetic energy , following Eqn . ( 32 ) ...
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