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 above discussion shows that source - sink distributed potential theory models the hydrodynamic forces that govern tendon and structural responses more accurately than conventional methods , and hence is better for platform structure ...
The above discussion shows that source - sink distributed potential theory models the hydrodynamic forces that govern tendon and structural responses more accurately than conventional methods , and hence is better for platform structure ...
Page 254
RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a controlled system in calm water . The top diagram shows a time history of the free motion of the system fixed at the bottom after ...
RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a controlled system in calm water . The top diagram shows a time history of the free motion of the system fixed at the bottom after ...
Page 427
These experiments show that effects of the flow velocity , motion frequency and heaving motion on added mass ... This figure shows that the added mass coefficient of heaving must be obtained from forced heaving tests in a steady flow .
These experiments show that effects of the flow velocity , motion frequency and heaving motion on added mass ... This figure shows that the added mass coefficient of heaving must be obtained from forced heaving tests in a steady flow .
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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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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 |