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 497
ABSTRACT CABLE MODEL A structural model for undersea power cables is described . This model has been implemented in a computer - aided design program with the capability to determine cable deformations and internal stresses in response ...
ABSTRACT CABLE MODEL A structural model for undersea power cables is described . This model has been implemented in a computer - aided design program with the capability to determine cable deformations and internal stresses in response ...
Page 526
CABLE LABORATORY TESTING try will choose to compete or that , if they enter the marketplace , they will be successful ; however , in the absence of Hawaii's Deep Water Cable program data , there is assurance that the U.S. will not ...
CABLE LABORATORY TESTING try will choose to compete or that , if they enter the marketplace , they will be successful ; however , in the absence of Hawaii's Deep Water Cable program data , there is assurance that the U.S. will not ...
Page 528
Accuracy of installation involves verification of a predictive model relating forces exerted along the length of the cable , and hence dictating its shape and ultimate touchdown point . Such a model is necessary to the design of a ...
Accuracy of installation involves verification of a predictive model relating forces exerted along the length of the cable , and hence dictating its shape and ultimate touchdown point . Such a model is necessary to the design of a ...
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Contents
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
PIPELINES | 40 |
Copyright | |
38 other sections not shown
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Common terms and phrases
analysis angle applied assumed axial bending cable calculated characteristics clay coefficient components Conference considered core cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation field Figure flow forces frequency function geometry given included increase installation International length limit linear load lower mass material matrix maximum measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position predicted presented pressure problem production range ratio REFERENCES response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel void ratio 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 |
| Export Citation | BiBTeX EndNote RefMan |