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 335
COMPARISON WITH LINEAR SOLUTION Three different waves are simulated
with the numerical model and computed wave profiles are compared to the
profile predicted based on the linear wave theory . These three waves are
summarized ...
COMPARISON WITH LINEAR SOLUTION Three different waves are simulated
with the numerical model and computed wave profiles are compared to the
profile predicted based on the linear wave theory . These three waves are
summarized ...
Page 364
( LBS ) Fig 6 Comparison of the hybrid method forces on a single pile compared
with those obtained by the simulation method . 240 0 . 80 120 1 . 60 200
FREQUENCY IN RAD / SEC Fig 5 Spectral densities of simulated inline and
transverse ...
( LBS ) Fig 6 Comparison of the hybrid method forces on a single pile compared
with those obtained by the simulation method . 240 0 . 80 120 1 . 60 200
FREQUENCY IN RAD / SEC Fig 5 Spectral densities of simulated inline and
transverse ...
Page 596
As the business reasons mentioned , the performance comparison ( between
recent towing tank results and numerical work ) figure can not be shown here .
Alternatively , a comparison with a published well tested no arm and no shaft
wind ...
As the business reasons mentioned , the performance comparison ( between
recent towing tank results and numerical work ) figure can not be shown here .
Alternatively , a comparison with a published well tested no arm and no shaft
wind ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
00000000000000000000000000000000 | 11 |
OMAE200729557 | 17 |
Copyright | |
22 other sections not shown
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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