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 111
4.2 Verification of the Applicability of the Calculation Method In order to verify the applicability of the calculation method , we compared the calculated results with the experimental results to determine the response of the ...
4.2 Verification of the Applicability of the Calculation Method In order to verify the applicability of the calculation method , we compared the calculated results with the experimental results to determine the response of the ...
Page 112
Sway of PON Calculated Sway Measured 1.0 Single unit 3 units 75 unts - 7 units 05 08 0.6 0.4 Sway amp / Wave amp ( mm ) 0.4 03 02 Sig Amp / Sig Wave height ( m / m ) 00 02 6 8 10 12 14 16 Wave period ( S ) 0.1 Heave of PON 2 00 1.0 4 5 ...
Sway of PON Calculated Sway Measured 1.0 Single unit 3 units 75 unts - 7 units 05 08 0.6 0.4 Sway amp / Wave amp ( mm ) 0.4 03 02 Sig Amp / Sig Wave height ( m / m ) 00 02 6 8 10 12 14 16 Wave period ( S ) 0.1 Heave of PON 2 00 1.0 4 5 ...
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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