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 346
The linearization of the non - linear boundary conditions for the potential o is discussed in detail in Padmanabhan , 1999. We give only the resulting boundary value problems . The steady potential correct to O ( € ) , denoted by $ ...
The linearization of the non - linear boundary conditions for the potential o is discussed in detail in Padmanabhan , 1999. We give only the resulting boundary value problems . The steady potential correct to O ( € ) , denoted by $ ...
Page 347
The time - dependent potential satisfies V20 = 0 , X12 , ( 12 ) where oo is the incoming potential , 07 is the scattering potential , and oj , j = 1,2 , ... 6 , are the radiation potentials corresponding to the 6 - degrees of rigid body ...
The time - dependent potential satisfies V20 = 0 , X12 , ( 12 ) where oo is the incoming potential , 07 is the scattering potential , and oj , j = 1,2 , ... 6 , are the radiation potentials corresponding to the 6 - degrees of rigid body ...
Page 348
NUMERICAL METHOD The time harmonic and perturbation potentials can be solved once the double - model potential is known . The boundary - value problems for the potentials is solved by use of the boundary element method .
NUMERICAL METHOD The time harmonic and perturbation potentials can be solved once the double - model potential is known . The boundary - value problems for the potentials is solved by use of the boundary element method .
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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
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 |