Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 805
An Enhanced Self - Installed Single Column Floater ( ESISCF ) , as shown in
Figure 2 - 1 , consists of four major components i . e . , hard tank with center
opening , soft tank with centered truss members and opening , permanent -
stability ring ...
An Enhanced Self - Installed Single Column Floater ( ESISCF ) , as shown in
Figure 2 - 1 , consists of four major components i . e . , hard tank with center
opening , soft tank with centered truss members and opening , permanent -
stability ring ...
Page 806
Once the hard tank and the soft tank are locked to each other , ballasting will be
continued until its inplace draft is reached as shown in the Figure 2 - 4 . Finally ,
the stability ring will be ballasted down and sets on the top of soft tank . As the
hull ...
Once the hard tank and the soft tank are locked to each other , ballasting will be
continued until its inplace draft is reached as shown in the Figure 2 - 4 . Finally ,
the stability ring will be ballasted down and sets on the top of soft tank . As the
hull ...
Page 976
The dimensions of the two tanks are presented in the tables below . Next , it is
presented the validation of the numerical results through experiments in tank .
Table 2 : Dimensions of DENO basin tank [ m ] Length 21 . 50 Width 4 . 85 Depth
1 .
The dimensions of the two tanks are presented in the tables below . Next , it is
presented the validation of the numerical results through experiments in tank .
Table 2 : Dimensions of DENO basin tank [ m ] Length 21 . 50 Width 4 . 85 Depth
1 .
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
29 other sections not shown
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Common terms and phrases
added amplitude analysis angle applied approach ASME assumed barge bending boundary buoy calculated capacity coefficient combined components computed connection considered Copyright corresponding damage damping deck depth determined developed diameter direction displacement dynamic effect element Engineering equation estimated event factor fatigue field Figure force FPSO frequency function given height horizontal hull iceberg impact increase installation jacket joint length limit linear load marine mass maximum mean measured method model tests mooring mooring lines mooring system motion natural numerical obtained Offshore operation parameters performed period pile pitch platform position possible potential predicted presented pressure problem range relative response riser shear ship shown shows simulations skirt solution spar speed strength stress structure surface Table tank tension trench values velocity vertical vessel wall wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 2004 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791837432, 9780791837436 |
| Export Citation | BiBTeX EndNote RefMan |