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 208
The surface shear stress under the wind is expressed as : Substituting equation ( 6 ) and equation ( 7 ) into equation ( 5 ) and integrating , it is found that : ! S = ( 9 ) pf hun 8h2 Tw = Pasawa ( 2 ) where , Pa is the air density ...
The surface shear stress under the wind is expressed as : Substituting equation ( 6 ) and equation ( 7 ) into equation ( 5 ) and integrating , it is found that : ! S = ( 9 ) pf hun 8h2 Tw = Pasawa ( 2 ) where , Pa is the air density ...
Page 284
the authors have developed Equation 1 into a form that can be applied to a linear finite element mesh . A one - step process was also used in this case . Newell and Mullarkey ( 2007 ) shows that the difference between successive steps ...
the authors have developed Equation 1 into a form that can be applied to a linear finite element mesh . A one - step process was also used in this case . Newell and Mullarkey ( 2007 ) shows that the difference between successive steps ...
Page 348
The integral equation to be solved is thus given by Sm ( 30 ) The left handside of equation ( 30 ) has to be evaluated when evaluating the terms involving the normal derivatives of the timeharmonic radiation potential in equation ( 29 ) ...
The integral equation to be solved is thus given by Sm ( 30 ) The left handside of equation ( 30 ) has to be evaluated when evaluating the terms involving the normal derivatives of the timeharmonic radiation potential in equation ( 29 ) ...
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Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
59 other sections not shown
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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
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 |