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 633
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada CARISIMA A CATENARY RISER / SOIL INTERACTION MODEL FOR ...
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada CARISIMA A CATENARY RISER / SOIL INTERACTION MODEL FOR ...
Page 955
It is subsequently focused on models for soil - pipe interaction , which have a
strong influence on computed riser stresses in the touch - down region . The so -
called CARISIMA models for riser - soil interaction in relation to horizontal and ...
It is subsequently focused on models for soil - pipe interaction , which have a
strong influence on computed riser stresses in the touch - down region . The so -
called CARISIMA models for riser - soil interaction in relation to horizontal and ...
Page 1133
Keywords : Riser , Drift - off , Coupled Analysis , Riser Vessel Interaction
ABSTRACT In support of a well drilled in the Great Australian Bight ( GAB ) by the
Glomar Jack Ryan dynamically - positioned ( DP ) drillship in 4308 feet of water
in early ...
Keywords : Riser , Drift - off , Coupled Analysis , Riser Vessel Interaction
ABSTRACT In support of a well drilled in the Great Australian Bight ( GAB ) by the
Glomar Jack Ryan dynamically - positioned ( DP ) drillship in 4308 feet of water
in early ...
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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