Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 13
... considered , it is reasonable to assume that the forces induced from surge motion are small enough to be neglected . Under this assumption , only the second line of equation ( 2 ) would remain and it is considered together with the ...
... considered , it is reasonable to assume that the forces induced from surge motion are small enough to be neglected . Under this assumption , only the second line of equation ( 2 ) would remain and it is considered together with the ...
Page 147
... considered to cover various demand and capacity theories in a rational way . Such uncertainty could be addressed using established procedures such as logic tree analysis that has not been considered herein . ACKNOWLEDGMENTS The authors ...
... considered to cover various demand and capacity theories in a rational way . Such uncertainty could be addressed using established procedures such as logic tree analysis that has not been considered herein . ACKNOWLEDGMENTS The authors ...
Page 522
... considered negligible . Pitch and surge motion are considered for evaluation of load on the turbine load . The motion given to the wind turbine is 0-10m for surge motion , 0-10 degrees for pitch motion for the calculation of maximum ...
... considered negligible . Pitch and surge motion are considered for evaluation of load on the turbine load . The motion given to the wind turbine is 0-10m for surge motion , 0-10 degrees for pitch motion for the calculation of maximum ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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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