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 659
Dual Crane Lift Factors ( DCL ) is applied to compensate for the practical
difficulties of estimating the share of each ... Sstat = Vpe + Weing ) / ( sin B ) For
non - symmetrical and statically indeterminate arrangement of lifting , a factor to
take into ...
Dual Crane Lift Factors ( DCL ) is applied to compensate for the practical
difficulties of estimating the share of each ... Sstat = Vpe + Weing ) / ( sin B ) For
non - symmetrical and statically indeterminate arrangement of lifting , a factor to
take into ...
Page 660
30 W . Then using a factor of safety of 2 . ... Readers should note that the above
example did not take the factors of SBE , STE , SKL , DCL , and TPS . ... For lifting
operation offshore , they should be designed for a minimum load factor of 2 .
30 W . Then using a factor of safety of 2 . ... Readers should note that the above
example did not take the factors of SBE , STE , SKL , DCL , and TPS . ... For lifting
operation offshore , they should be designed for a minimum load factor of 2 .
Page 1043
Tapering the skirt tip is thus giving potential for some small increase in the set -
up factor for a roughness factor of 0 . 25 , but tapering is not likely to have an
effect for a roughness factor of 0 . 5 , since the set - up is then governed by
thixotropy .
Tapering the skirt tip is thus giving potential for some small increase in the set -
up factor for a roughness factor of 0 . 25 , but tapering is not likely to have an
effect for a roughness factor of 0 . 5 , since the set - up is then governed by
thixotropy .
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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