Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1American Society of Mechanical Engineers, 2006 - Arctic regions |
From inside the book
Results 1-3 of 83
Page 206
... added mass ma is then obtained by the natural period T2 record in the free decay tests . By means of Fast - Fourier - Transform ( FFT ) method , data record in time domain were transformed into frequency domain . RESULTS AND ANALYSIS ...
... added mass ma is then obtained by the natural period T2 record in the free decay tests . By means of Fast - Fourier - Transform ( FFT ) method , data record in time domain were transformed into frequency domain . RESULTS AND ANALYSIS ...
Page 228
... added mass Mass matrix of underwater part of structure Added mass matrix Structural mass matrix [ Mad ( WE ) ) ] Added mass matrix in elastic vibration Mad ( WE ( m , n ) ) Added mass assuming rigid body motion due to frequency o and ...
... added mass Mass matrix of underwater part of structure Added mass matrix Structural mass matrix [ Mad ( WE ) ) ] Added mass matrix in elastic vibration Mad ( WE ( m , n ) ) Added mass assuming rigid body motion due to frequency o and ...
Page 346
... added mass for the narrow slope ( above ) and wide slope ( below ) in t . This effect can be reduced when the discontinuity at the edges of the slope is reduced by introducing slopes instead of vertical sides at the sides and end of the ...
... added mass for the narrow slope ( above ) and wide slope ( below ) in t . This effect can be reduced when the discontinuity at the edges of the slope is reduced by introducing slopes instead of vertical sides at the sides and end of the ...
Contents
OFFSHORE TECHNOLOGY | 1 |
OMAE200692014 | 7 |
OMAE200692055 | 23 |
Copyright | |
83 other sections not shown
Other editions - View all
Common terms and phrases
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