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 667
The drag loads on the mooring lines result in additional low frequency and wave
frequency damping for the moored CALM buoy . For moored FPSOs only the low
frequency damping contributions from the mooring system are important , while ...
The drag loads on the mooring lines result in additional low frequency and wave
frequency damping for the moored CALM buoy . For moored FPSOs only the low
frequency damping contributions from the mooring system are important , while ...
Page 811
In predicting maximum heave motion a damping ratios i . e . , 5 % is used which
are derived from the previous SCF model tests . The 5 % damping ratio is falling
in between the 3 % and the 10 % damping ratios corresponding to a SCF without
...
In predicting maximum heave motion a damping ratios i . e . , 5 % is used which
are derived from the previous SCF model tests . The 5 % damping ratio is falling
in between the 3 % and the 10 % damping ratios corresponding to a SCF without
...
Page 991
000006 damping . The damping level implemented in the RIFLEX response
model was therefore initially set equal to 1 % . Due to increased damping in
water , the damping will be higher during passage of a wave crest . In order to
evaluate ...
000006 damping . The damping level implemented in the RIFLEX response
model was therefore initially set equal to 1 % . Due to increased damping in
water , the damping will be higher during passage of a wave crest . In order to
evaluate ...
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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 |