Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 15
... solutions require O ( N ) computational effort and computer storage while conventional solvers require O ( N2 ) effort and storage for an iterative solution and O ( N3 ) effort for direct inversion of the influence matrix . These ...
... solutions require O ( N ) computational effort and computer storage while conventional solvers require O ( N2 ) effort and storage for an iterative solution and O ( N3 ) effort for direct inversion of the influence matrix . These ...
Page 271
... solution ( when m = 0 ) or pure imaginary solutions ( m > 0 ) of the dispersion relation v = k tanh kh . The matrix B relates the incident wave amplitude to the diffracted wave amplitude by cylinderp , which can be obtained by solving a ...
... solution ( when m = 0 ) or pure imaginary solutions ( m > 0 ) of the dispersion relation v = k tanh kh . The matrix B relates the incident wave amplitude to the diffracted wave amplitude by cylinderp , which can be obtained by solving a ...
Page 391
... solution of the problem is numerical integration in the time domain . In addition to the occurrence of undesirable starting transients ( which is present also in linear systems ) , the main difficulty here is that iterations have to be ...
... solution of the problem is numerical integration in the time domain . In addition to the occurrence of undesirable starting transients ( which is present also in linear systems ) , the main difficulty here is that iterations have to be ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope