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 335
... velocity ( m / s ) -2.5 -500 Corresponding maxima of effective tension / bending moment and axial velocity for 500 m depth ( grey ) and 1800 m depth ( coloured ) Figure 18 and Figure 19 show a clear correlation between axial velocity ...
... velocity ( m / s ) -2.5 -500 Corresponding maxima of effective tension / bending moment and axial velocity for 500 m depth ( grey ) and 1800 m depth ( coloured ) Figure 18 and Figure 19 show a clear correlation between axial velocity ...
Page 337
... velocity Eff . tension * ++ -3 -2.5 2 Axial velocity ( m / s ) Eff . tension ( kN ) , bending , moment ( kNm ) 500 1500 force moment axial vel 1000 -500 www Figure 23 org Realization Minimum axial velocity and effective tension and ...
... velocity Eff . tension * ++ -3 -2.5 2 Axial velocity ( m / s ) Eff . tension ( kN ) , bending , moment ( kNm ) 500 1500 force moment axial vel 1000 -500 www Figure 23 org Realization Minimum axial velocity and effective tension and ...
Page 427
... velocity → 3 2 1 0.5 0.7 0.9 1.1 1.3 1.5 1.7 Current Velocity [ m / s ] 1.9 2.1 Diameter = 4.4 m - and Length = 78 m Diameter = 6.4 m and Length = 37 m Figure 5 - Maximum amplitudes for in - line and transverse direction for only ...
... velocity → 3 2 1 0.5 0.7 0.9 1.1 1.3 1.5 1.7 Current Velocity [ m / s ] 1.9 2.1 Diameter = 4.4 m - and Length = 78 m Diameter = 6.4 m and Length = 37 m Figure 5 - Maximum amplitudes for in - line and transverse direction for only ...
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