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 383
... relative motions are illustrated Wave packet 4 Wave packet 3 ( from spectrum with H , 2.0m , To = 7.5s , Hmax = 5.5m ) Figure 11. Deterministic wave train and resulting relative motions . At left a conventional wave train , in the ...
... relative motions are illustrated Wave packet 4 Wave packet 3 ( from spectrum with H , 2.0m , To = 7.5s , Hmax = 5.5m ) Figure 11. Deterministic wave train and resulting relative motions . At left a conventional wave train , in the ...
Page 507
Relative Wearing ( % ) Relative Wearing ( % ) 100 90 8 2 R 298 40 20 00 10- In Fig . 13 , it is possible to observe the results obtained in the tests performed using specimens with jackets made of Polyblend ( 60 % PP + 40 % PE ) . 100 ...
Relative Wearing ( % ) Relative Wearing ( % ) 100 90 8 2 R 298 40 20 00 10- In Fig . 13 , it is possible to observe the results obtained in the tests performed using specimens with jackets made of Polyblend ( 60 % PP + 40 % PE ) . 100 ...
Page 673
... relative to the tower . The rotor that is connected to the nacelle and rotates relative to the nacelle . The 18 governing equations of motion for the floating wind turbine are found from the balance of linear momentum and angular ...
... relative to the tower . The rotor that is connected to the nacelle and rotates relative to the nacelle . The 18 governing equations of motion for the floating wind turbine are found from the balance of linear momentum and angular ...
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