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 106
Significant wave penod 5s Surge Regular hexagon Regular square + Rectangular 0.2 0.1 Swg amp wave height ( mm ) 0.0 0 30 60 90 120 150 180 Wave direction ( deg ) The key to realizing the multi - connected floating body system is the ...
Significant wave penod 5s Surge Regular hexagon Regular square + Rectangular 0.2 0.1 Swg amp wave height ( mm ) 0.0 0 30 60 90 120 150 180 Wave direction ( deg ) The key to realizing the multi - connected floating body system is the ...
Page 107
MODEL BASIN TEST In order to investigate the response characteristics of the multi - connected floating body system in waves and the applicability of the theoretical calculation method , the model basin test was conducted for the multi ...
MODEL BASIN TEST In order to investigate the response characteristics of the multi - connected floating body system in waves and the applicability of the theoretical calculation method , the model basin test was conducted for the multi ...
Page 108
The results of measurements of sway and heave motions in the case of a single floating body unit and three floating body units connected to each other on a straight line are shown in Fig . 7. The restricting method is horizontal stretch ...
The results of measurements of sway and heave motions in the case of a single floating body unit and three floating body units connected to each other on a straight line are shown in Fig . 7. The restricting method is horizontal stretch ...
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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