Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 4American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 23
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 – 8 , 2001 , Rio de Janeiro , Brazil A COUPLED
ICE - OCEAN MODEL FOR THE PAN ARCTIC AND NORTH ATLANTIC OCEAN
...
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering June 3 – 8 , 2001 , Rio de Janeiro , Brazil A COUPLED
ICE - OCEAN MODEL FOR THE PAN ARCTIC AND NORTH ATLANTIC OCEAN
...
Page 26
distribution : the Arctic vortex and subpolar low ( Icelandic and Aleutian Lows ) ,
which is closely related to the Arctic Oscillation . In other words , any anomaly (
perturbation ) in the Arctic Ocean or North Atlantic Ocean may trigger a
longlasting ...
distribution : the Arctic vortex and subpolar low ( Icelandic and Aleutian Lows ) ,
which is closely related to the Arctic Oscillation . In other words , any anomaly (
perturbation ) in the Arctic Ocean or North Atlantic Ocean may trigger a
longlasting ...
Page 27
the Arctic deep water salinity is comparable in the Canadian , Siberian , and
Eurasian Basins . Department of Fisheries Oceans , Canada , and partly from the
Frontier Research System for Global Change ( FRSGC ) , through JAMSTEC ,
Japan ...
the Arctic deep water salinity is comparable in the Canadian , Siberian , and
Eurasian Basins . Department of Fisheries Oceans , Canada , and partly from the
Frontier Research System for Global Change ( FRSGC ) , through JAMSTEC ,
Japan ...
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Contents
POLAR AND ARCTIC | 1 |
Analysis of Ice Force Spectra in Physical Experiments | 7 |
Progressive Damage Mechanism for Ductile Failure for Polycrystalline Ice and | 15 |
Copyright | |
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Common terms and phrases
analysis applied approach Arctic assessment axial bending buckle cable calculated carrier cause coefficient collapse combination compared Conference considered corrosion cost crack damage defect dependent depth detailed determined developed diameter displacement distribution dynamic effect element Engineering equation experimental factor failure field Figure flexible flow flowline fluid force foundation fracture function geometry given grooves heat increase initial inspection installation internal lateral layer length limit liner load material maximum measured Mechanics method observed obtained occur Offshore operation parameters performed phase pipe pipeline position predicted presented pressure production range ratio reduced relation resistance respectively response riser risk sand seabed shown shows simulation soil solution specimens steel strain strength stress structure surface Table temperature tests thermal thickness values wave wrinkle