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 315
950.0000-0-01 linear phase speed linear phase speed 20600.000 wavenumber wavenumber c ) ( c ) OOOOOO ............ near phase speed linear phase speed This differs from the regime of two finite layers where both ( c ) 2 are of the same ...
950.0000-0-01 linear phase speed linear phase speed 20600.000 wavenumber wavenumber c ) ( c ) OOOOOO ............ near phase speed linear phase speed This differs from the regime of two finite layers where both ( c ) 2 are of the same ...
Page 335
As we can see from Figure 21 , the wave is not spotting on the linear wave theory profile . The present model predicts shorter wavelength compared to the linear theory . The nonlinear wave length is 97 % of the linear wavelength .
As we can see from Figure 21 , the wave is not spotting on the linear wave theory profile . The present model predicts shorter wavelength compared to the linear theory . The nonlinear wave length is 97 % of the linear wavelength .
Page 618
Figure 3 : Partial Cross Section of Linear Generator Magnetic Circuit buoy moves up and down is transmitted to the piston through the magnetic field between these two components . N 35 MAGNETS , DOUBLE STACKED N ARMATURE IRON ARMATURE ...
Figure 3 : Partial Cross Section of Linear Generator Magnetic Circuit buoy moves up and down is transmitted to the piston through the magnetic field between these two components . N 35 MAGNETS , DOUBLE STACKED N ARMATURE IRON ARMATURE ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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amplitude analysis applied approach ASME blade body bottom boundary breaking breakwater calculated coefficient compared computed connection considered Copyright density depth direction displacement distribution effect element elevation energy Engineering equation estimated experimental experiments factor failure Figure floating flow fluid force foundation frequency function given grout increase installed International length limited linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pipe position potential predicted present pressure problem ratio REFERENCES relative Research respectively response risk rotor scale scour shown shows significant simulation solution speed standard stress structure submerged surface Table Technology theory unit University velocity vertical wave wave height wind turbine