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 34
... wave length is kept constant but the wave period varies because of the dependance of wave period on wave height . This was not the case in Ohyama et al . ( 1995 ) who used linear waves at the wave maker both in their experiments and ...
... wave length is kept constant but the wave period varies because of the dependance of wave period on wave height . This was not the case in Ohyama et al . ( 1995 ) who used linear waves at the wave maker both in their experiments and ...
Page 211
... wave height ( m ) number of waves ( 10 ** n ) 0.5 2.5 4.5 6.5 8.5 10.5 12.5 14.5 16.5 18.5 20.5 22.5 24.5 wave period ( s ) FIG . 2 HISTOGRAM OF INDIVIDUAL WAVE HEIGHTS AND PERIODS OBTAINED USING THE LONGUET- HIGGINS DISTRIBUTION ( BIN ...
... wave height ( m ) number of waves ( 10 ** n ) 0.5 2.5 4.5 6.5 8.5 10.5 12.5 14.5 16.5 18.5 20.5 22.5 24.5 wave period ( s ) FIG . 2 HISTOGRAM OF INDIVIDUAL WAVE HEIGHTS AND PERIODS OBTAINED USING THE LONGUET- HIGGINS DISTRIBUTION ( BIN ...
Page 212
wave height ( metres ) exceedance value This percentage exceedance value represents the probability of a wave occurring with a height greater than some specified value . As the percentage exceedance value reduces , the corresponding wave ...
wave height ( metres ) exceedance value This percentage exceedance value represents the probability of a wave occurring with a height greater than some specified value . As the percentage exceedance value reduces , the corresponding wave ...
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