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 710
Fu He Fy Tensioner system Rmax Horizontal contact force ( kN ) Vertical contact
force ( kN ) Seafloor stiffness ( kN / m ) Maximum footprint distance from riser
base ( m ) Relative velocity between riser and water ( m / s ) Coulomb friction ...
Fu He Fy Tensioner system Rmax Horizontal contact force ( kN ) Vertical contact
force ( kN ) Seafloor stiffness ( kN / m ) Maximum footprint distance from riser
base ( m ) Relative velocity between riser and water ( m / s ) Coulomb friction ...
Page 1113
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada RISER RECOIL ANALYSIS AT A HARSH ENVIRONMENT ,
DEEPWATER ...
Proceedings of OMAE04 23rd International Conference on Offshore Mechanics
and Arctic Engineering June 20 - 25 , 2004 , Vancouver , British Columbia ,
Canada RISER RECOIL ANALYSIS AT A HARSH ENVIRONMENT ,
DEEPWATER ...
Page 1144
Pulling the riser may be quicker , but the disconnect operation must be done with
knowledge of the prevailing currents as it cannot be easily " undone " . For either
running or retrieval , the operations could be shut down by excessive winds ...
Pulling the riser may be quicker , but the disconnect operation must be done with
knowledge of the prevailing currents as it cannot be easily " undone " . For either
running or retrieval , the operations could be shut down by excessive winds ...
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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