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 130
The hull consisted of four circular columns and four circular pontoons , as shown in Figure 1. Heave , roll and pitch resonant periods are in the order of 2 sec and surge , sway and yaw resonant periods in the order of 100 sec .
The hull consisted of four circular columns and four circular pontoons , as shown in Figure 1. Heave , roll and pitch resonant periods are in the order of 2 sec and surge , sway and yaw resonant periods in the order of 100 sec .
Page 151
The platform is configured with four circular columns and four square pontoons with a square deck . a The advantages of a rope - type construction are compliant bending and ease of handling . One - piece construction eliminates the need ...
The platform is configured with four circular columns and four square pontoons with a square deck . a The advantages of a rope - type construction are compliant bending and ease of handling . One - piece construction eliminates the need ...
Page 464
Inside cutters have fully circular shaped charges contained in hermetically sealed inflatable housings , see Fig . 5 . This unit has stabilising guides for lowering onto a running line . The outside cutters consist two semi - circular ...
Inside cutters have fully circular shaped charges contained in hermetically sealed inflatable housings , see Fig . 5 . This unit has stabilising guides for lowering onto a running line . The outside cutters consist two semi - circular ...
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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 |