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 5
... coefficients ( P / D = 4 ) . Figure 7 Drag and added mass coefficients ( P / D = 8 ) . Cylinder with helical strakes , P / d = 4 Both the drag and added mass coefficients for the reduced pitch ratio show more or less the same behaviour ...
... coefficients ( P / D = 4 ) . Figure 7 Drag and added mass coefficients ( P / D = 8 ) . Cylinder with helical strakes , P / d = 4 Both the drag and added mass coefficients for the reduced pitch ratio show more or less the same behaviour ...
Page 213
... coefficients . = αβ Because only the variable functions at nodes are used to define the DQ , the higher order weighting coefficients can also be calculated by the following recurrent procedure by using the first order weighting coefficients ...
... coefficients . = αβ Because only the variable functions at nodes are used to define the DQ , the higher order weighting coefficients can also be calculated by the following recurrent procedure by using the first order weighting coefficients ...
Page 433
... coefficients can also be obtained DS TM = ai amy p açm la Xip 1 ( 7 ) Various analytical functions can be used to define the weighting coefficients . Consider the one - dimensional discretization using only one DOF of the variable ...
... coefficients can also be obtained DS TM = ai amy p açm la Xip 1 ( 7 ) Various analytical functions can be used to define the weighting coefficients . Consider the one - dimensional discretization using only one DOF of the variable ...
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