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 48
We simulated the dynamic geometry and internal forces for a typical purse seine using NaLA and compared the calculation results with measured results to evaluate the applicability of NaLA to such a dynamic deformable structure .
We simulated the dynamic geometry and internal forces for a typical purse seine using NaLA and compared the calculation results with measured results to evaluate the applicability of NaLA to such a dynamic deformable structure .
Page 50
Tos de No Y 113 06000 1102 sea depth was 43 m according to the echo device , but the actual depth was greater because the measured bottom net depth was more than 50 m . The simulation result shows that the net bottom reached the bottom ...
Tos de No Y 113 06000 1102 sea depth was 43 m according to the echo device , but the actual depth was greater because the measured bottom net depth was more than 50 m . The simulation result shows that the net bottom reached the bottom ...
Page 131
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA REVIEW OF MEASURED FULL SCALE ICE LOADS TO FIXED STRUCTURES Morten Bjerkås ...
Proceedings of the 26th International Conference on Offshore Mechanics and Arctic Engineering OMAE2007 June 10-15 , 2007 , San Diego , California , USA REVIEW OF MEASURED FULL SCALE ICE LOADS TO FIXED STRUCTURES Morten Bjerkås ...
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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