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 167
Both the regular and irregular wave analyses incorporate an inertia force coefficient of 1.5 and a drag force coefficient ... With a view to capturing the proper dynamic response characteristics , selection of regular waves to generate ...
Both the regular and irregular wave analyses incorporate an inertia force coefficient of 1.5 and a drag force coefficient ... With a view to capturing the proper dynamic response characteristics , selection of regular waves to generate ...
Page 242
Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the ... The numerical solution is found to predict the tower responses in regular waves quite well .
Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the ... The numerical solution is found to predict the tower responses in regular waves quite well .
Page 246
... 40 15 10 WAVE ' BERIODO ( SEC ) WAVE PERIOD ( SEC ) a Single Point a Single Correlation of Tower Oscillations for Point Mooring System in Regular Waves Correlation of Tanker Surge for Mooring System in Regular Waves NUMERICAL EXP .
... 40 15 10 WAVE ' BERIODO ( SEC ) WAVE PERIOD ( SEC ) a Single Point a Single Correlation of Tower Oscillations for Point Mooring System in Regular Waves Correlation of Tanker Surge for Mooring System in Regular Waves NUMERICAL EXP .
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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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Common terms and phrases
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 |