Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 340
Cases involving waves are more complicated , since three coefficients , Ca , Cm , and Cd , are involved . ... It was found that while the drag coefficient for the current only case appeared to be about 1.2 , which is the usually ...
Cases involving waves are more complicated , since three coefficients , Ca , Cm , and Cd , are involved . ... It was found that while the drag coefficient for the current only case appeared to be about 1.2 , which is the usually ...
Page 347
An adequate approximation is that the tendons are immovable at both ends ( i.e. , assuming that the platform remains motionless while the tendons vibrate ) . few modes mode shape coefficient for a large U in the first C 200 * مما few ...
An adequate approximation is that the tendons are immovable at both ends ( i.e. , assuming that the platform remains motionless while the tendons vibrate ) . few modes mode shape coefficient for a large U in the first C 200 * مما few ...
Page 489
A drag coefficient estimated by comparing the measured cable shape to computed shapes . ... Full development of this tool for numerical simulations requires knowledge of the hydrodynamic coefficients of the tow cable .
A drag coefficient estimated by comparing the measured cable shape to computed shapes . ... Full development of this tool for numerical simulations requires knowledge of the hydrodynamic coefficients of the tow cable .
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Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
34 other sections not shown
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine unit vane vessel wave weight wire
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 3 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |