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 942
The combined bending moment spectrum then becomes SM ( x ) = SMQ ) + SMW
) . There are certain implicit assumptions not discussed here which are
addressed in detail in Troesch [ 3 ] [ 4 ] . head seas and nearly a factor of 7 lower
in beam ...
The combined bending moment spectrum then becomes SM ( x ) = SMQ ) + SMW
) . There are certain implicit assumptions not discussed here which are
addressed in detail in Troesch [ 3 ] [ 4 ] . head seas and nearly a factor of 7 lower
in beam ...
Page 991
Bending Moment 1500000 0 . 000004 0 . 000002 Deviation m ! 0 000002 0 .
000004 0000006 1000000 0 . 000008 0 5 10 15 20 Time ( s ) 25 30 35 40
Bending Moment ( Nm ) 500000 500000 15 Time ( s ) Figure 4 Bending Moment
extracted ...
Bending Moment 1500000 0 . 000004 0 . 000002 Deviation m ! 0 000002 0 .
000004 0000006 1000000 0 . 000008 0 5 10 15 20 Time ( s ) 25 30 35 40
Bending Moment ( Nm ) 500000 500000 15 Time ( s ) Figure 4 Bending Moment
extracted ...
Page 993
35 35 Proceedings of OMAE04 23rd International Conference on Offshore
Mechanics and. Rolative FS Elevation Eng Bonding Momont vs . Time Total Time
Series Stan 1200000 1000000 800000 Y - Bending Moment ( Nm ] 800000
400000 ...
35 35 Proceedings of OMAE04 23rd International Conference on Offshore
Mechanics and. Rolative FS Elevation Eng Bonding Momont vs . Time Total Time
Series Stan 1200000 1000000 800000 Y - Bending Moment ( Nm ] 800000
400000 ...
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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