Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 4American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 99
The maximum persistence period of ice on a cable , 112 hours , corresponds to the maximum observed ice load ( 2.34 kg ... This indicates that ice and wind load is a very dangerous combination for cables , and must be statistically taken ...
The maximum persistence period of ice on a cable , 112 hours , corresponds to the maximum observed ice load ( 2.34 kg ... This indicates that ice and wind load is a very dangerous combination for cables , and must be statistically taken ...
Page 108
This equation serves to compute the tension change in a cable between two different states : Optical fibore units Aluminum spacer a ) A known initial state characterized by : Aluminum tube Aluminum - clad steel wires - Maximum ...
This equation serves to compute the tension change in a cable between two different states : Optical fibore units Aluminum spacer a ) A known initial state characterized by : Aluminum tube Aluminum - clad steel wires - Maximum ...
Page 108
This equation serves to compute the tension change in a cable between two different states : Optical fibre units Aluminum spacer a ) A known initial state characterized by : Aluminum tube Aluminun - clad steel wires - Maximum ...
This equation serves to compute the tension change in a cable between two different states : Optical fibre units Aluminum spacer a ) A known initial state characterized by : Aluminum tube Aluminun - clad steel wires - Maximum ...
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Contents
139 | 95 |
Mechanical Behavior of Ice Loaded Optical Ground Wires | 107 |
Influence of the Surface Liquid Film on Cylinder Icing Under Marine Conditions | 115 |
Copyright | |
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Common terms and phrases
activities analysis applied Arctic average axis beam boundary brine cable calculated caused coefficient cold compression considered constant crack deformation density dependent depth described determined developed direction distribution effect elastic energy Engineering equation estimated experiments failure field Figure floe flow force fracture freezing function given grain grain boundary Greenland heat ice cover ice load ice sheet iceberg increase initial International layer length limit liquid mass material maximum mean measured Mechanics mode natural observed obtained offshore operations parameters period possible present problem production region relative Research salinity sea ice sector shown shows snow solution specimen speed spray stations strain strength stress structure surface Table Technology temperature thickness towing transfer volume wave wind zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14, Part 4 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1995 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 079181310X, 9780791813102 |
| Export Citation | BiBTeX EndNote RefMan |