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 135
... geometry on the array performance has been investigated for a line of five equally - spaced devices with d'a = 4 and d'a = 8 ( see Fig . 2 ) . In Figs . 5a 5c , the q - factors for a five truncated cylinder array ( Array Al , geometry ...
... geometry on the array performance has been investigated for a line of five equally - spaced devices with d'a = 4 and d'a = 8 ( see Fig . 2 ) . In Figs . 5a 5c , the q - factors for a five truncated cylinder array ( Array Al , geometry ...
Page 136
... geometry the vertical truncated cylinder was chosen ( geometry G1 ) . = In Figs . 10a and 10b , the q- factors for the six cylinder array depicted in Fig . 3 are plotted for ẞ = 90 ° and B = 45 ° for wave numbers up to 0.8 . The devices ...
... geometry the vertical truncated cylinder was chosen ( geometry G1 ) . = In Figs . 10a and 10b , the q- factors for the six cylinder array depicted in Fig . 3 are plotted for ẞ = 90 ° and B = 45 ° for wave numbers up to 0.8 . The devices ...
Page 235
... geometry point G1 corresponds to ( xp / L = 0.5 , lw / L = 1.0 ) . Figure 5 shows the time simulation for geometry point G1 with E = 0.13 . Equilibrium A is unstable , and the system converges to a stable equilibrium C , as can be ...
... geometry point G1 corresponds to ( xp / L = 0.5 , lw / L = 1.0 ) . Figure 5 shows the time simulation for geometry point G1 with E = 0.13 . Equilibrium A is unstable , and the system converges to a stable equilibrium C , as can 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