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 160
In Figure 3 the maximum horizontal movements of the pipe are shown . The soil movements and the pipe movements seem to correspond well . The pipe moved forward with the soil and when the keel has passed , the soil and the pipe partly ...
In Figure 3 the maximum horizontal movements of the pipe are shown . The soil movements and the pipe movements seem to correspond well . The pipe moved forward with the soil and when the keel has passed , the soil and the pipe partly ...
Page 503
y = 12.7 kNs / m y = 8.53 kNs / m y = 5.23 kNs / m 2.51 2.5 2 1.5 ) an Maximum translator speed ( m / s ) Normalized std deviation of power y = 12.7 kNs / m y = 8.53 kNs / m y = 5.23 kNs / m 0.5 0.5 5 10 15 20 2 4 6 8 12 14 16 18 20 22 ...
y = 12.7 kNs / m y = 8.53 kNs / m y = 5.23 kNs / m 2.51 2.5 2 1.5 ) an Maximum translator speed ( m / s ) Normalized std deviation of power y = 12.7 kNs / m y = 8.53 kNs / m y = 5.23 kNs / m 0.5 0.5 5 10 15 20 2 4 6 8 12 14 16 18 20 22 ...
Page 523
This results show that additional bending moment induced by the platform motion is at the most 20 % of maximum storm load for pitch motion of 10 degrees of amplitude . Section modulus require for maximum and fatigue load .
This results show that additional bending moment induced by the platform motion is at the most 20 % of maximum storm load for pitch motion of 10 degrees of amplitude . Section modulus require for maximum and fatigue load .
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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 |