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 383
In liquid flow a single cylinder may respond to vortex shedding in one of two forms ; the " classical " form , in which the ... The transverse oscillations , which are caused by the regular asymmetric vortex shedding , occur in ...
In liquid flow a single cylinder may respond to vortex shedding in one of two forms ; the " classical " form , in which the ... The transverse oscillations , which are caused by the regular asymmetric vortex shedding , occur in ...
Page 398
Natural Periods ( Secs ) " Vortex Induced Vibrations of Marine Cables and Structures " . NRL Memorandum , June 19 1985 . 0.M. Griffin . 75m 120m 8 . Collaborative Research Programme for Vortex Induced Vibrations in Sheared Velocity ...
Natural Periods ( Secs ) " Vortex Induced Vibrations of Marine Cables and Structures " . NRL Memorandum , June 19 1985 . 0.M. Griffin . 75m 120m 8 . Collaborative Research Programme for Vortex Induced Vibrations in Sheared Velocity ...
Page 495
The RMS amplitude of the vortex - induced motion of the cable was calculated by double integration of the time records using Newmark's method . A correction was made based on a model of the motion at the location of the accelerometer ...
The RMS amplitude of the vortex - induced motion of the cable was calculated by double integration of the time records using Newmark's method . A correction was made based on a model of the motion at the location of the accelerometer ...
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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 |