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 136
... compared to the corresponding capability of the line array ( Fig . 5a ) . Furthermore , as the values of the q- factors are close to unity , the hydrodynamic interactions among the devices seem to be of minor importance for the ...
... compared to the corresponding capability of the line array ( Fig . 5a ) . Furthermore , as the values of the q- factors are close to unity , the hydrodynamic interactions among the devices seem to be of minor importance for the ...
Page 172
... compared to the 20 leg platform . Thus the presence of the second leg which alters the flow pattern around the structure reduces the load on the first module even in a broadside orientation . For wave plus current cases , Figs . 16-17 ...
... compared to the 20 leg platform . Thus the presence of the second leg which alters the flow pattern around the structure reduces the load on the first module even in a broadside orientation . For wave plus current cases , Figs . 16-17 ...
Page 356
... compared to BASE CASE ) . No significant change in loading is observed if the MOOR 2 mooring system is selected ( the curves for BASE CASE and CASE 2 almost coincides ) . CASE 3 BASE CASE non - exceedonce 1 - P Probability of 9999995 ...
... compared to BASE CASE ) . No significant change in loading is observed if the MOOR 2 mooring system is selected ( the curves for BASE CASE and CASE 2 almost coincides ) . CASE 3 BASE CASE non - exceedonce 1 - P Probability of 9999995 ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table 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 loading wave period wave power wind wire rope