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 266
However , a distinct disadvantage is associated with BEM , i . e . , a fundamental
solution is required and singular integrals exist . Sometimes the integral
equations fail to give solution due to irregular frequencies . Incident waves | 2a
Figure 1 .
However , a distinct disadvantage is associated with BEM , i . e . , a fundamental
solution is required and singular integrals exist . Sometimes the integral
equations fail to give solution due to irregular frequencies . Incident waves | 2a
Figure 1 .
Page 329
In the numerical wave tank model , the fully nonlinear dynamic and kinematic free
- surface boundary conditions have been applied and the boundary integral
equation ( BIE ) solution to the Laplacian problem has been obtained using the ...
In the numerical wave tank model , the fully nonlinear dynamic and kinematic free
- surface boundary conditions have been applied and the boundary integral
equation ( BIE ) solution to the Laplacian problem has been obtained using the ...
Page 392
The Stokes wave solution for the IGN equations are obtained numerically ( 12 ] .
When steepness of incoming wave is high , or when reflected wave reaches the
inlet boundary , the numerical solution can be unstable near the inlet boundary ...
The Stokes wave solution for the IGN equations are obtained numerically ( 12 ] .
When steepness of incoming wave is high , or when reflected wave reaches the
inlet boundary , the numerical solution can be unstable near the inlet boundary ...
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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 |