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 308
... BUOY - RAY MODEL OPEN SEA Day 7 11 18 16 17 10 21 14 26 27 29 81 PORTO CACHORRO BUOY - MARCH 1989 Wave Power Density- POT POT ( KW.m - 1 ) 400 BUOY - RAY MODEL OPEN BEA $ 60 800 260 200 100 100 11 18 18 27 01 Day ос 1000 0 1000 ! 1000 ...
... BUOY - RAY MODEL OPEN SEA Day 7 11 18 16 17 10 21 14 26 27 29 81 PORTO CACHORRO BUOY - MARCH 1989 Wave Power Density- POT POT ( KW.m - 1 ) 400 BUOY - RAY MODEL OPEN BEA $ 60 800 260 200 100 100 11 18 18 27 01 Day ос 1000 0 1000 ! 1000 ...
Page 367
... buoy Mb = Added mass matrix of buoy Ms = Mass matrix of tanker Τρ = Spectral peak period An VRN = Relative fluid velocity normal to ship beam = Motion of buoy Xc = Xs XRN This paper presents a time domain analysis approach to evaluate ...
... buoy Mb = Added mass matrix of buoy Ms = Mass matrix of tanker Τρ = Spectral peak period An VRN = Relative fluid velocity normal to ship beam = Motion of buoy Xc = Xs XRN This paper presents a time domain analysis approach to evaluate ...
Page 374
... BUOY HEAVE ( m ) LEAD LEG TENSION ( TONNES ) Motion Response of a Moored Buoy in Waves Chen Xiaohong. 36 34 32- 30 28- 26 WAVES 24 22- 20 18- 16- 14- 12 10 SHALLOW WATER CALM 8- WATER DEPTH : 28 m 6 420 OPERATIONAL CONDITION SURVIVAL ...
... BUOY HEAVE ( m ) LEAD LEG TENSION ( TONNES ) Motion Response of a Moored Buoy in Waves Chen Xiaohong. 36 34 32- 30 28- 26 WAVES 24 22- 20 18- 16- 14- 12 10 SHALLOW WATER CALM 8- WATER DEPTH : 28 m 6 420 OPERATIONAL CONDITION SURVIVAL ...
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