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 101
... shown in Figure 3. The other two points , x , / L = 0.61 and 0.66 , are chosen in the region where equilibrium ( AA ) is unstable , but there exist stable limit cycles . These are named " P - Periodic 1 " and " P - Periodic 2. " These ...
... shown in Figure 3. The other two points , x , / L = 0.61 and 0.66 , are chosen in the region where equilibrium ( AA ) is unstable , but there exist stable limit cycles . These are named " P - Periodic 1 " and " P - Periodic 2. " These ...
Page 152
... shown in Figs . 1 and 2. The distance from the shoreline is about 1.5 km , and the water depth of the mooring point is about 35m approximately . Tidal change for this area is about 2.0m maximum and the current speed at the mooring point ...
... shown in Figs . 1 and 2. The distance from the shoreline is about 1.5 km , and the water depth of the mooring point is about 35m approximately . Tidal change for this area is about 2.0m maximum and the current speed at the mooring point ...
Page 235
... shown on Figure 6 , in which case equilibrium A is stable . From the examples shown so far , geometry point G1 is stable about equilibrium C for the initial strain values of El = 0.03 and 0.13 , and about equilibrium A for Ej = 0.15 ...
... shown on Figure 6 , in which case equilibrium A is stable . From the examples shown so far , geometry point G1 is stable about equilibrium C for the initial strain values of El = 0.03 and 0.13 , and about equilibrium A for Ej = 0.15 ...
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