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 291
A fully nonlinear multiple flux Boundary Element Method ( BEM ) , developed by
Hague & Swan ( 1 ) , is applied to simulate the extreme nature of overturning
waves . This BEM differs from traditional boundary integral approaches in that ...
A fully nonlinear multiple flux Boundary Element Method ( BEM ) , developed by
Hague & Swan ( 1 ) , is applied to simulate the extreme nature of overturning
waves . This BEM differs from traditional boundary integral approaches in that ...
Page 419
Diffraction loads may be applied to beams or bars . In this case linearized values
for diffraction , added mass and damping are derived at the mean wetted position
. Added mass and damping are linearized at the peak period in the wave ...
Diffraction loads may be applied to beams or bars . In this case linearized values
for diffraction , added mass and damping are derived at the mean wetted position
. Added mass and damping are linearized at the peak period in the wave ...
Page 421
It soon became apparent that a refined approach should be applied . This was
done by applying the thrust force as a drag force over the turbine blades . These
two approaches are compared in this paper . The system is as seen in Figure 5 .
It soon became apparent that a refined approach should be applied . This was
done by applying the thrust force as a drag force over the turbine blades . These
two approaches are compared in this paper . The system is as seen in Figure 5 .
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2007 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791842711, 9780791842713 |
| Export Citation | BiBTeX EndNote RefMan |