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 . To
obtain ...
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 . To
obtain ...
Page 111
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 multiconnected floating
...
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 multiconnected floating
...
Page 112
Sway of PON2 - Calculated Sway Measured + + Single unit 3 units 5 units 7 units
Sway amp / Wave amp ( mm ) Sig Amp / Sig Wave height ( m / m ) 8 12 14 10
Wave period ( 8 ) Heave of PON2 4 5 6 11 12 13 , 7 8 9 10 Sig . wave perod ( s )
...
Sway of PON2 - Calculated Sway Measured + + Single unit 3 units 5 units 7 units
Sway amp / Wave amp ( mm ) Sig Amp / Sig Wave height ( m / m ) 8 12 14 10
Wave period ( 8 ) Heave of PON2 4 5 6 11 12 13 , 7 8 9 10 Sig . wave perod ( s )
...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
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analysis applied approach ASME beach blade body bottom boundary breaking breakwater calculated coefficient compared comparison computed connection considered Copyright density depth developed device direction displacement distribution effect efficiency element energy Engineering equation estimated experimental experiments factor Figure floating flow fluid force foundation frequency function given increase installed International length limit linear load maximum mean measured Mechanics method motion natural nonlinear observed obtained Ocean offshore offshore wind operation parameters performance period pile pipe pipeline position potential predicted present pressure problem ratio reference relative reported Research respectively response rotor scale scour selected shown shows significant simulation soil solution speed standard stress structure surface Table Technology tidal unit University velocity vertical wave wave height wind turbine