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 854
When only current and wind are applied the yaw angle amplitude is about 2o . It
increases to around 28 . 5o when SVWD is added . For Design Point D13 , Figure
12 also shows a case where the addition of MWD or SVWD does not affect the ...
When only current and wind are applied the yaw angle amplitude is about 2o . It
increases to around 28 . 5o when SVWD is added . For Design Point D13 , Figure
12 also shows a case where the addition of MWD or SVWD does not affect the ...
Page 871
This was the first step in the SCR detailed design that verified the feasibility of the
new SCR design with 10 degrees departure angle instead of the 12 degrees for
the original design . The level of stresses encountered has shown the design ...
This was the first step in the SCR detailed design that verified the feasibility of the
new SCR design with 10 degrees departure angle instead of the 12 degrees for
the original design . The level of stresses encountered has shown the design ...
Page 1145
In both models , the UFJ and the Diverter are modeled for the purpose of tracking
the UFJ differential angle . The soft hangoff model employs 2 springs each
making an angle of approximately 5o with respect to the vertical . Each spring
has an ...
In both models , the UFJ and the Diverter are modeled for the purpose of tracking
the UFJ differential angle . The soft hangoff model employs 2 springs each
making an angle of approximately 5o with respect to the vertical . Each spring
has an ...
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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