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 710
Joint type 4 Joint type 5 Balljoint Bending moment ( kNm ) 12000 10000 8000
6000 4000 0 . 5 . Proceedings of OMAE04 23rd International Conference on
Offshore Mechanics. Fu He Fy Tensioner system Rmax Horizontal contact force (
kN ) ...
Joint type 4 Joint type 5 Balljoint Bending moment ( kNm ) 12000 10000 8000
6000 4000 0 . 5 . Proceedings of OMAE04 23rd International Conference on
Offshore Mechanics. Fu He Fy Tensioner system Rmax Horizontal contact force (
kN ) ...
Page 876
Moreover , they also confirmed the very high shear deformation capacity of the
joint , a characteristic that is not common to conventional joints . Additionally , the
tests have revealed a high tolerance and endurance to cyclic loading . Finally , it
...
Moreover , they also confirmed the very high shear deformation capacity of the
joint , a characteristic that is not common to conventional joints . Additionally , the
tests have revealed a high tolerance and endurance to cyclic loading . Finally , it
...
Page 1152
Equipment Supported by Tensioners Tensioner Ring * Slip Joint Outer Barrel
Middle Flex Joint plus 10k for goosenecks 15 - ft Pup Joint 10 - ft Pup Joint Joint
with 3000 - ft Depth Staggered Buoy Joint with 3000 - ft Depth Buoyancy Joint
with ...
Equipment Supported by Tensioners Tensioner Ring * Slip Joint Outer Barrel
Middle Flex Joint plus 10k for goosenecks 15 - ft Pup Joint 10 - ft Pup Joint Joint
with 3000 - ft Depth Staggered Buoy Joint with 3000 - ft Depth Buoyancy Joint
with ...
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Contents
PART | 595 |
000000000000000000000000000000000000000000 | 605 |
OFFSHORE TECHNOLOGY | 608 |
Copyright | |
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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