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 161
The movements / displacements of all pipes are similar , the displacement of the three different pipes all decreases by deeper embedding . The 58 mm pipe has a slightly different results curve , but the displacements also decrease with ...
The movements / displacements of all pipes are similar , the displacement of the three different pipes all decreases by deeper embedding . The 58 mm pipe has a slightly different results curve , but the displacements also decrease with ...
Page 168
Pipe Displacements and Stresses vs. Pipe Diameter ( Pipe placed in a 3.0 m trench , Scour depth 1.82 m , width 15 m ) 0.9 8.000 Pipe Trajectories ( Scour depth 1.82 , width 15 m ) - Maximum total displacement ( s ) Maximum stress ( Pa ) ...
Pipe Displacements and Stresses vs. Pipe Diameter ( Pipe placed in a 3.0 m trench , Scour depth 1.82 m , width 15 m ) 0.9 8.000 Pipe Trajectories ( Scour depth 1.82 , width 15 m ) - Maximum total displacement ( s ) Maximum stress ( Pa ) ...
Page 228
Therefore , we consider the dip angle to be in the range of 4 to 8 degrees . rupture length , width , and displacement would be 234 km , 38 km , and 6.15 m respectively . Based on Mansinha and Smylie ( 1971 ) solution , by increasing ...
Therefore , we consider the dip angle to be in the range of 4 to 8 degrees . rupture length , width , and displacement would be 234 km , 38 km , and 6.15 m respectively . Based on Mansinha and Smylie ( 1971 ) solution , by increasing ...
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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 |