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 42
The Nilde SPT system mainly consists of a vertical external structure directly fixed to the bow of the FPSU vessel , as shown in Fig . 1. The stationary column , with a chain table connected at its base , is mounted to the bow by two ...
The Nilde SPT system mainly consists of a vertical external structure directly fixed to the bow of the FPSU vessel , as shown in Fig . 1. The stationary column , with a chain table connected at its base , is mounted to the bow by two ...
Page 240
In general , FT , FTP and R ; would be functions of i the other displacements of the vessel besides e . However , in the present analysis these displacements are presumed to be small , such that their effect on the exciting wave forces ...
In general , FT , FTP and R ; would be functions of i the other displacements of the vessel besides e . However , in the present analysis these displacements are presumed to be small , such that their effect on the exciting wave forces ...
Page 529
SYSTEM CONTROLS Figure 6 is a conceptual layout of the vessel and cable handling equipment required to test PCC # 116 . ... The use of surrogate # 7E allows existing vessels such as that shown in Figure 9 to be considered .
SYSTEM CONTROLS Figure 6 is a conceptual layout of the vessel and cable handling equipment required to test PCC # 116 . ... The use of surrogate # 7E allows existing vessels such as that shown in Figure 9 to be considered .
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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 |