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 482
HCRIT = ) ( 1 ) ACRIT Le The dimensionless variable 12 is the fundamental parameter of the extensible cable given by horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal ...
HCRIT = ) ( 1 ) ACRIT Le The dimensionless variable 12 is the fundamental parameter of the extensible cable given by horizontal cable , while the results reported by Henghold et al . applied to the more general case of both horizontal ...
Page 514
Since the first SPC cable was made 20 years ago , several conductor failures and armor wire birdcagings ( enlargement of outer armor helics due to torsion or bending ) have been reported repeatedly . The cables were normally repaired by ...
Since the first SPC cable was made 20 years ago , several conductor failures and armor wire birdcagings ( enlargement of outer armor helics due to torsion or bending ) have been reported repeatedly . The cables were normally repaired by ...
Page 531
cable path and using current velocity and direction forecasts to predict cable shape . This information enables calculation of a smooth ship course which should place the cable on path and at proper tension . For HDWC , the forecast is ...
cable path and using current velocity and direction forecasts to predict cable shape . This information enables calculation of a smooth ship course which should place the cable on path and at proper tension . For HDWC , the forecast is ...
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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 |