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 82
It can be observed that the natural period of the Generalized Jacobi method ( w ) approaches the damping natural period ( w ) of the numerical decay test . The latter is slightly smaller than the former , since the natural period of the ...
It can be observed that the natural period of the Generalized Jacobi method ( w ) approaches the damping natural period ( w ) of the numerical decay test . The latter is slightly smaller than the former , since the natural period of the ...
Page 85
... period of the average natural period of one of the degrees of freedom in the design position , it may however suffer small dynamic amplification effects due to the variation of the natural period with the non - linear behavior of the ...
... period of the average natural period of one of the degrees of freedom in the design position , it may however suffer small dynamic amplification effects due to the variation of the natural period with the non - linear behavior of the ...
Page 323
... period for waves . Results for simultaneous presence of waves and current for two different current velocity vertical profiles are presented in the Figure 3 , with current of 1.5 m / s on the riser top and 0.1 m / s at the bottom ; and ...
... period for waves . Results for simultaneous presence of waves and current for two different current velocity vertical profiles are presented in the Figure 3 , with current of 1.5 m / s on the riser top and 0.1 m / s at the bottom ; 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 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