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 334
... velocity are marked for the 500 and 1800 m cases in brown and blue , respectively . The maximum axial velocity is -2.30 and - 2.35 m / s for the 500 and 1800 m cases . The shape and clockwise direction of the motions causes the maximal ...
... velocity are marked for the 500 and 1800 m cases in brown and blue , respectively . The maximum axial velocity is -2.30 and - 2.35 m / s for the 500 and 1800 m cases . The shape and clockwise direction of the motions causes the maximal ...
Page 335
... velocity for 500 m depth ( grey ) and 1800 m depth ( coloured ) Figure 18 and Figure 19 show a clear correlation between axial velocity and response and between effective tension and bending moment in the TDA . Large bending moment ...
... velocity for 500 m depth ( grey ) and 1800 m depth ( coloured ) Figure 18 and Figure 19 show a clear correlation between axial velocity and response and between effective tension and bending moment in the TDA . Large bending moment ...
Page 337
... velocity Eff . tension # + # 2 -2.5 Axial velocity ( m / s ) Eff . tension ( kN ) , bending , moment ( kNm ) -500 1500 1000 500 www force moment axial vel -5 Motion ( m ) -500 Figure 23 org B Realization Minimum axial velocity and ...
... velocity Eff . tension # + # 2 -2.5 Axial velocity ( m / s ) Eff . tension ( kN ) , bending , moment ( kNm ) -500 1500 1000 500 www force moment axial vel -5 Motion ( m ) -500 Figure 23 org B Realization Minimum axial velocity and ...
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