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 317
3 that the computed ' profiles ( i.e. of model ( 48 ) ) are also broader than the Gardner and fully nonlinear profiles for amplitudes up to a / hi - 0.795 ; the fully nonlinear solutions lying between the Gardner and computed ones .
3 that the computed ' profiles ( i.e. of model ( 48 ) ) are also broader than the Gardner and fully nonlinear profiles for amplitudes up to a / hi - 0.795 ; the fully nonlinear solutions lying between the Gardner and computed ones .
Page 364
g01 X1 o O The horizontal force per unit length is computed by the Morison formula . The inline and transverse forces at 75 ft in 100 ft water depth are presented in Fig 4. For v = 1 , the transverse forces are nearly as large as inline ...
g01 X1 o O The horizontal force per unit length is computed by the Morison formula . The inline and transverse forces at 75 ft in 100 ft water depth are presented in Fig 4. For v = 1 , the transverse forces are nearly as large as inline ...
Page 569
Table 2 lists the computed reliability indices for designs based on API and IEC guidelines under wind load and wave load alone , respectively . The computed reliability indices are based on the first - order reliability method ( FORM ) ...
Table 2 lists the computed reliability indices for designs based on API and IEC guidelines under wind load and wave load alone , respectively . The computed reliability indices are based on the first - order reliability method ( FORM ) ...
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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 |