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 603
It was confirmed that an enhancement factor of 3 on life could be applied and ,
hence , the resulting life is above the required life . The procedure was
recommended to be applied according to established procedure to the weld toes
of all ...
It was confirmed that an enhancement factor of 3 on life could be applied and ,
hence , the resulting life is above the required life . The procedure was
recommended to be applied according to established procedure to the weld toes
of all ...
Page 624
Variables between tubs include : ( 1 ) using both self - weight and suction
installation methods on some of the " suction installed " piles ; and ( 2 ) varying
the amount of suction pressure applied to the " suction - installed " pile . into the
clay .
Variables between tubs include : ( 1 ) using both self - weight and suction
installation methods on some of the " suction installed " piles ; and ( 2 ) varying
the amount of suction pressure applied to the " suction - installed " pile . into the
clay .
Page 898
When the direction of longitudinal component of earthquake has been applied
with the degree of 90 and the directions of wave have varied as it is seen in figure
13 , the resultant displacement responses of studied platform at node 16 ( Refer ...
When the direction of longitudinal component of earthquake has been applied
with the degree of 90 and the directions of wave have varied as it is seen in figure
13 , the resultant displacement responses of studied platform at node 16 ( Refer ...
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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