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 87
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
The results of experimental modal analysis and finite element calculation of both platforms indicate that they exhibit not only bending vibrations in the x and y directions but obvious torsional vibrations of lower modes .
Page 242
Several experimental points at a given wave period shows that the nonlinearity is small within the range of ... 12 which presents experimental and theoretical results for a test run corresponding to a wave height equal to 0.2 feet and a ...
Several experimental points at a given wave period shows that the nonlinearity is small within the range of ... 12 which presents experimental and theoretical results for a test run corresponding to a wave height equal to 0.2 feet and a ...
Page 489
AN EXPERIMENTAL INVESTIGATION OF THE QUASI - STATICS AND DYNAMICS OF A LONG VERTICAL TOW CABLE D. R. Yoerger and M. A. ... ABSTRACT movements This report presents preliminary results of a unique experiment examining the static and ...
AN EXPERIMENTAL INVESTIGATION OF THE QUASI - STATICS AND DYNAMICS OF A LONG VERTICAL TOW CABLE D. R. Yoerger and M. A. ... ABSTRACT movements This report presents preliminary results of a unique experiment examining the static and ...
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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 |