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 668
Apparently , the line does not show strong dynamic behaviour in this particular
condition . As a consequence , the differences between the fully dynamic
simulation , the quasi - static simulation and the model test results are small .
Apparently , the line does not show strong dynamic behaviour in this particular
condition . As a consequence , the differences between the fully dynamic
simulation , the quasi - static simulation and the model test results are small .
Page 670
771 800 801 771 801 Model test Dynamic Quasi - static Model test Dynamic
Quasi - static Model test Dynamic Quasi - static Model test Dynamic Quasi - static
0 . 38 0 . 39 0 . 48 0 . 36 0 . 36 0 . 41 0 . 81 0 . 83 1 . 03 0 . 69 0 . 69 0 . 78 0 . 37 0
.
771 800 801 771 801 Model test Dynamic Quasi - static Model test Dynamic
Quasi - static Model test Dynamic Quasi - static Model test Dynamic Quasi - static
0 . 38 0 . 39 0 . 48 0 . 36 0 . 36 0 . 41 0 . 81 0 . 83 1 . 03 0 . 69 0 . 69 0 . 78 0 . 37 0
.
Page 685
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada SIMPLIFIED METHOD TO ASSESS DYNAMIC RESPONSE OF JACKET
TYPE ...
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada SIMPLIFIED METHOD TO ASSESS DYNAMIC RESPONSE OF JACKET
TYPE ...
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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