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 6
7a Comparison of vertical displacement of aircushion type and pontoon type at target 1 in 60 degrees waves Vertical motion reduction Vertical displacement including effects of heave , roll and pitch can be reduced due to aircushion ...
7a Comparison of vertical displacement of aircushion type and pontoon type at target 1 in 60 degrees waves Vertical motion reduction Vertical displacement including effects of heave , roll and pitch can be reduced due to aircushion ...
Page 41
Then we propose to use vertical one - dimensional model to calculate the long term CO2 budget . The vertical one - dimensional model can reduce the computational time very much , however , it cannot calculate currents affected by the ...
Then we propose to use vertical one - dimensional model to calculate the long term CO2 budget . The vertical one - dimensional model can reduce the computational time very much , however , it cannot calculate currents affected by the ...
Page 188
Vertical Force and Draft at LCF | Vertical Force Draft & LCF Data Downloads Data Downloads 50000 50000 V 40000 29 30000 Vertical Force , N 20000 10000 UNT 0 Bastic Deep -10000 The horizontal components of each ice force can thus be ...
Vertical Force and Draft at LCF | Vertical Force Draft & LCF Data Downloads Data Downloads 50000 50000 V 40000 29 30000 Vertical Force , N 20000 10000 UNT 0 Bastic Deep -10000 The horizontal components of each ice force can thus be ...
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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