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
_. Proceedings of OMAE04 23rd International Conference on Offshore
Mechanics and. together . From these motion signals the natural periods of the
moored CALM buoy were derived , as well as the linear and quadratic damping
coefficients .
_. Proceedings of OMAE04 23rd International Conference on Offshore
Mechanics and. together . From these motion signals the natural periods of the
moored CALM buoy were derived , as well as the linear and quadratic damping
coefficients .
Page 675
... Conference on Offshore Mechanics and Arctic Engineering June 20 - 25 , 2004
, Vancouver , British Columbia , Canada DEVELOPMENT OF NATURAL GAS
LIQUEFACTION FPSO Kenichi Kawazuishi Process Engineering Dept . 2 - 12 - 1
...
... Conference on Offshore Mechanics and Arctic Engineering June 20 - 25 , 2004
, Vancouver , British Columbia , Canada DEVELOPMENT OF NATURAL GAS
LIQUEFACTION FPSO Kenichi Kawazuishi Process Engineering Dept . 2 - 12 - 1
...
Page 820
Natural periods ( in seconds ) of the models Deep UKC = 50 mm UKC = 30 mm
Models Heave Pitch Heave Pitch Heave ... RESULTS AND DISCUSSION A
series of static tests were performed to assess the natural periods and heave
stiffness ...
Natural periods ( in seconds ) of the models Deep UKC = 50 mm UKC = 30 mm
Models Heave Pitch Heave Pitch Heave ... RESULTS AND DISCUSSION A
series of static tests were performed to assess the natural periods and heave
stiffness ...
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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