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 745
5 S simple stability study shows that the natural equilibrium of the box is 45°
turned from its initial position . From t = 0 s to 1 = to = 2 . 89 s , the piston does not
move . Indeed , this delay is used in order to let the square enter the water and ...
5 S simple stability study shows that the natural equilibrium of the box is 45°
turned from its initial position . From t = 0 s to 1 = to = 2 . 89 s , the piston does not
move . Indeed , this delay is used in order to let the square enter the water and ...
Page 772
The maps show how the forces / moment acting on shuttle ship vary according to
its downstream position , for a given heading combination . The maps non -
dimensional forces and moments are defined as follow : Table 1 - FPSO / shuttle
...
The maps show how the forces / moment acting on shuttle ship vary according to
its downstream position , for a given heading combination . The maps non -
dimensional forces and moments are defined as follow : Table 1 - FPSO / shuttle
...
Page 1101
Position ( m ) Si Sri Op her 8 . 14 - - - - 5 - 1Position ( m ) Position ( m ) Position (
m ) 2 - - - 2 . 1 - - - - - - - - - - - - 2 - - - - - - - - - - - 200 400 600 800 1000 Time ( sec )
200 400 600 800 1000 Time ( sec ) 20 200 400 600 800 1000 15 200 400 600 ...
Position ( m ) Si Sri Op her 8 . 14 - - - - 5 - 1Position ( m ) Position ( m ) Position (
m ) 2 - - - 2 . 1 - - - - - - - - - - - - 2 - - - - - - - - - - - 200 400 600 800 1000 Time ( sec )
200 400 600 800 1000 Time ( sec ) 20 200 400 600 800 1000 15 200 400 600 ...
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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