Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
From inside the book
Results 1-3 of 81
Page 201
... Figures 13-15 show K , at σ = 8 ; Figures 16 – 18 give 10K values at o , 24 and Figures 19-21 give 10K at σ = 8. The basic trends can be identified considering Figure 10 alone . The lowest curve in Figure 10 i.e. the lowest generated ...
... Figures 13-15 show K , at σ = 8 ; Figures 16 – 18 give 10K values at o , 24 and Figures 19-21 give 10K at σ = 8. The basic trends can be identified considering Figure 10 alone . The lowest curve in Figure 10 i.e. the lowest generated ...
Page 333
... Figure 10 show that ndt = 120 provide sufficient accuracy of the solution . nonlinearity effect on the wave profile becomes more significant ( Figure 12 and Figure 13 ) , respectively . The wave crests become sharper and higher while ...
... Figure 10 show that ndt = 120 provide sufficient accuracy of the solution . nonlinearity effect on the wave profile becomes more significant ( Figure 12 and Figure 13 ) , respectively . The wave crests become sharper and higher while ...
Page 420
... Figure 6 shows Von Mises stress ( effective stress ) in the structure , turbine blades and moorings when only current is applied . Figure 7 and Figure 8 show the stress level at two separate time instances in waves .. As seen in Figure ...
... Figure 6 shows Von Mises stress ( effective stress ) in the structure , turbine blades and moorings when only current is applied . Figure 7 and Figure 8 show the stress level at two separate time instances in waves .. As seen in Figure ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
67 other sections not shown
Other editions - View all
Common terms and phrases
26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed