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 279
... period up to 5 s . H1 Ην transmitted wave height max . wave height , measured in the antinode h breakwater draft L wave length T period Ti incident wave period Τι transmitted wave period Subscripts c conservation d dissipation i ...
... period up to 5 s . H1 Ην transmitted wave height max . wave height , measured in the antinode h breakwater draft L wave length T period Ti incident wave period Τι transmitted wave period Subscripts c conservation d dissipation i ...
Page 280
... period over 4 s . Ikeno et al . ( 1988 ) , basing their evaluations on a theoretical model of a discontinuous breakwater with particular characteristics , see the possibility of reducing transmission coefficients to values of less than ...
... period over 4 s . Ikeno et al . ( 1988 ) , basing their evaluations on a theoretical model of a discontinuous breakwater with particular characteristics , see the possibility of reducing transmission coefficients to values of less than ...
Page 286
... periods of less than 3.8 s ( 0.95 s ) , whereas for bigger periods the breakwater rolls in proximity to its natural period and generates waves that contribute to an increase in the transmission coefficient . 3. The Type III breakwater ...
... periods of less than 3.8 s ( 0.95 s ) , whereas for bigger periods the breakwater rolls in proximity to its natural period and generates waves that contribute to an increase in the transmission coefficient . 3. The Type III breakwater ...
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