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 635
Vertical Stroke ( STROKE V ) Vertical Absolute Displacement sensor ( DISPL )
Hydraulic actuatos with stroke sensor Adjustable length connection Vertical load
cell ( LOAD V ) Vertical accelerometer ( ACC . VERT . ) JO Furthermore , for the ...
Vertical Stroke ( STROKE V ) Vertical Absolute Displacement sensor ( DISPL )
Hydraulic actuatos with stroke sensor Adjustable length connection Vertical load
cell ( LOAD V ) Vertical accelerometer ( ACC . VERT . ) JO Furthermore , for the ...
Page 714
Figure 8 shows the vertical velocity and the vertical displacement of four points
along the riser , 0 , 600 , 1200 , and 1800 m from the bottom node respectively .
The vertical velocities are plotted along the left axis and the vertical
displacements ...
Figure 8 shows the vertical velocity and the vertical displacement of four points
along the riser , 0 , 600 , 1200 , and 1800 m from the bottom node respectively .
The vertical velocities are plotted along the left axis and the vertical
displacements ...
Page 936
9 , that the direct wave loads on the hull have increased the vertical inertia loads
during the submergence event . It can also be seen that the peak DWL , is
occurring at the peak inertia loads . Since these two loads are not on the same
side of ...
9 , that the direct wave loads on the hull have increased the vertical inertia loads
during the submergence event . It can also be seen that the peak DWL , is
occurring at the peak inertia loads . Since these two loads are not on the same
side of ...
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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