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 fundamental frequency of Model II in water measured by the pullback method is 2.7 Hz , showing a decrease of 8 % as compared with that ( 2.97 ) measured using the same method in air . 3. The results of experimental modal analysis ...
The fundamental frequency of Model II in water measured by the pullback method is 2.7 Hz , showing a decrease of 8 % as compared with that ( 2.97 ) measured using the same method in air . 3. The results of experimental modal analysis ...
Page 489
Quasi - static configurations were measured by monitoring the position of acoustic pingers attached to the cable . A drag coefficient estimated by comparing the measured cable shape to computed shapes . A value of 1.6 gives the best fit ...
Quasi - static configurations were measured by monitoring the position of acoustic pingers attached to the cable . A drag coefficient estimated by comparing the measured cable shape to computed shapes . A value of 1.6 gives the best fit ...
Page 542
COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS DEFORMATIONS TYPE OF TEST Deformation predicted measured TYPE OF TEST Deformation predicted measured - ST2 FREE ENDS PRESSURE ...
COMPARISON OF PREDICTED AND MEASURED DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS DEFORMATIONS DEFORMATIONS TYPE OF TEST Deformation predicted measured TYPE OF TEST Deformation predicted measured - ST2 FREE ENDS PRESSURE ...
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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 |