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 40
Page 86
... Tower Stray children in the vicinity of the No. 2 50 40 Lifeguard Monitoring Tower OSLSC SLSC Straight line with the Y intercept being 0 30 20 10 OARA FE SAVING CLUB OAPAI Figure 4 : Positional Information Displayed using the Cartoon ...
... Tower Stray children in the vicinity of the No. 2 50 40 Lifeguard Monitoring Tower OSLSC SLSC Straight line with the Y intercept being 0 30 20 10 OARA FE SAVING CLUB OAPAI Figure 4 : Positional Information Displayed using the Cartoon ...
Page 495
... tower and increase the fatigue life of the tower . The main idea of the concept is to hide the tower motions for the wind turbine control system and thereby avoid the negative damping effect on the tower motion . This can be achieved by ...
... tower and increase the fatigue life of the tower . The main idea of the concept is to hide the tower motions for the wind turbine control system and thereby avoid the negative damping effect on the tower motion . This can be achieved by ...
Page 638
... tower made up of steel pipe is supported by the monopile , either directly or through a transition piece . The monopile consists of a large diameter steel pipe pile of up to 6 m in diameter with wall thicknesses as much as 150 mm ...
... tower made up of steel pipe is supported by the monopile , either directly or through a transition piece . The monopile consists of a large diameter steel pipe pile of up to 6 m in diameter with wall thicknesses as much as 150 mm ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
68 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 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 problem 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