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 in Table 1 ...
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 in Table 1 ...
Page 364
Fig 6 Comparison of the hybrid method forces on a single pile compared with those obtained by the simulation method . 500 0.40 E + 0.00 0.80 120 1.60 2.00 FREQUENCY IN RAD / SEC Fig 5 Spectral densities of simulated inline and ...
Fig 6 Comparison of the hybrid method forces on a single pile compared with those obtained by the simulation method . 500 0.40 E + 0.00 0.80 120 1.60 2.00 FREQUENCY IN RAD / SEC Fig 5 Spectral densities of simulated inline and ...
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 |
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