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 854
When only current and wind are applied the yaw angle amplitude is about 2o . It
increases to around 28 . 5o when SVWD is added . For Design Point D13 , Figure
12 also shows a case where the addition of MWD or SVWD does not affect the ...
When only current and wind are applied the yaw angle amplitude is about 2o . It
increases to around 28 . 5o when SVWD is added . For Design Point D13 , Figure
12 also shows a case where the addition of MWD or SVWD does not affect the ...
Page 997
The amplitude of VIM response with such strakes was predicted on the basis of
model tests executed in late 1995 to be 17 % of the diameter of the spar ( A / D =
0 . 17 ) . With this VIM amplitude , the maximum mooring line tension in the 100 ...
The amplitude of VIM response with such strakes was predicted on the basis of
model tests executed in late 1995 to be 17 % of the diameter of the spar ( A / D =
0 . 17 ) . With this VIM amplitude , the maximum mooring line tension in the 100 ...
Page 1075
Final used symmetric experimental linearised free surface and numerical
simulated free surface by 13 chosen frequencies Based on this symmetric linear
incoming wave time series , the corresponding amplitude spectrum can be
obtained ...
Final used symmetric experimental linearised free surface and numerical
simulated free surface by 13 chosen frequencies Based on this symmetric linear
incoming wave time series , the corresponding amplitude spectrum can be
obtained ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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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 |