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 601
Table 2 – Calculation of remaining life of the cross - tie joint ajusting the range of
y values Sall , 20 years Damage Damage Life ( MPa ) site URS remaining 0 . 55
1 . 059 261 1 . 145 1 . 880 - 9 . 26 1 . 024 274 0 . 963 1 . 586 - 6 . 04 0 . 65 0 .
Table 2 – Calculation of remaining life of the cross - tie joint ajusting the range of
y values Sall , 20 years Damage Damage Life ( MPa ) site URS remaining 0 . 55
1 . 059 261 1 . 145 1 . 880 - 9 . 26 1 . 024 274 0 . 963 1 . 586 - 6 . 04 0 . 65 0 .
Page 652
The drag coefficients presented here should be considered as nominal values .
When other values are available based on model test or otherwise , they may be
used . Fwind = . 00338 ( E A wind C , Ch ) V ? 10 - kips , where Awind is the ...
The drag coefficients presented here should be considered as nominal values .
When other values are available based on model test or otherwise , they may be
used . Fwind = . 00338 ( E A wind C , Ch ) V ? 10 - kips , where Awind is the ...
Page 721
d / gt2 for waves at the centerline ( y = 0 ) for different b / d values in three -
dimensional cases . It is seen from Figs . 5 to 7 that for a fixed landslide width ,
the shorter the landslide duration or the higher the landslide speed is ( higher d /
gt ...
d / gt2 for waves at the centerline ( y = 0 ) for different b / d values in three -
dimensional cases . It is seen from Figs . 5 to 7 that for a fixed landslide width ,
the shorter the landslide duration or the higher the landslide speed is ( higher d /
gt ...
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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