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 425
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA FLOATING WAVE ENERGY DEVICE WITH TWO OSCILLATING WATER COLUMNS Proceedings of the ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA FLOATING WAVE ENERGY DEVICE WITH TWO OSCILLATING WATER COLUMNS Proceedings of the ...
Page 468
For a given sea state , composed of time series of waves from several o Bpto represents the action of the Power - Take- directions , the response of the device is computed by Off . integrating the equation of motion ( 6 ) using a fourth ...
For a given sea state , composed of time series of waves from several o Bpto represents the action of the Power - Take- directions , the response of the device is computed by Off . integrating the equation of motion ( 6 ) using a fourth ...
Page 571
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA STUDIES ON A SUBMERGED FLEXIBLE SHEET TYPE WAVE ENERGY DEVICE WITH DISTRIBUTED POINT ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA STUDIES ON A SUBMERGED FLEXIBLE SHEET TYPE WAVE ENERGY DEVICE WITH DISTRIBUTED POINT ...
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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