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 292
... range of stability , where the first term represents the function of the residual stability related to the KG and the second is the minimum range of stability ( 7 ° ) . The bisection method was used again . ROS ( KG ) - ROS Min = 0 In ...
... range of stability , where the first term represents the function of the residual stability related to the KG and the second is the minimum range of stability ( 7 ° ) . The bisection method was used again . ROS ( KG ) - ROS Min = 0 In ...
Page 427
... ranges from 50.0 to 200.0 m below the sea surface in the numerical simulation case . On the experiment case a current load with a velocity 0.03 m / s in a range of 0.5 to 2.0 m below the surface is assumed . The wave in the experiment ...
... ranges from 50.0 to 200.0 m below the sea surface in the numerical simulation case . On the experiment case a current load with a velocity 0.03 m / s in a range of 0.5 to 2.0 m below the surface is assumed . The wave in the experiment ...
Page 585
... range of 10-30 mm . In general , fatigue life decreased with increasing plate thickness in accordance with offshore ... range in the S - N curve , and S is the modified fatigue stress range . Stress Gradients ( Actual & Idealized ) Near ...
... range of 10-30 mm . In general , fatigue life decreased with increasing plate thickness in accordance with offshore ... range in the S - N curve , and S is the modified fatigue stress range . Stress Gradients ( Actual & Idealized ) Near ...
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 Copyright 2006 curve cylinder damping deck diameter displacement drag coefficient dynamic effects Engineering June 4-9 equation experimental fatigue damage floating frequency domain function heave plates hull hydrodynamic impact interaction jacket linear matrix maximum measured Mechanics and Arctic method mode model tests motion natural frequency nodes nonlinear numerical obtained Ocean Offshore Mechanics offshore structures OMAE2006 25th International oscillation parameters pile pipe predicted presented Proceedings of OMAE2006 ratio response riser S-N curve sensor shear ship shown in Figure simulation soil spar spar platform static stiffness strakes stress surface Table Technology tendon transverse values velocity vertical vessel vibration vortex induced vibrations water depth wave height weld wind farm wind turbine