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 635
... direction as compared to the cross- wise direction , the effect of directional spreading of waves on the response is studied . Depending on the dynamics of the structure the crosswise force could give a larger response than the ...
... direction as compared to the cross- wise direction , the effect of directional spreading of waves on the response is studied . Depending on the dynamics of the structure the crosswise force could give a larger response than the ...
Page 637
... direction all instances when the yaw position is not equal to the wind direction have been excluded . The yaw position is equal to the wind direction within a sector of 10 degrees . The two component moments are called MA and MB the ...
... direction all instances when the yaw position is not equal to the wind direction have been excluded . The yaw position is equal to the wind direction within a sector of 10 degrees . The two component moments are called MA and MB the ...
Page 639
... direction are in line have been chosen . The four cases described here are when the wind and waves act in the same direction case 1 , when the have directly opposite directions , case 2 , and when the wave directions are perpendicular ...
... direction are in line have been chosen . The four cases described here are when the wind and waves act in the same direction case 1 , when the have directly opposite directions , case 2 , and when the wave directions are perpendicular ...
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