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 47
... loads to foundation are available but not yet for a 3 MW unit . An extrapolation was made to estimate foundation loads for 3 MW units . Wind speed at 60 - 80 m height is assumed constant . Drag load needed for energy production is then ...
... loads to foundation are available but not yet for a 3 MW unit . An extrapolation was made to estimate foundation loads for 3 MW units . Wind speed at 60 - 80 m height is assumed constant . Drag load needed for energy production is then ...
Page 132
... load than the immediately preceding configurations . Consequently , the load - carrying capacity decreases along the descending path H1 - C1 as the wrinkle amplifies . The pipe is said to " soften " as the displacements continue to ...
... load than the immediately preceding configurations . Consequently , the load - carrying capacity decreases along the descending path H1 - C1 as the wrinkle amplifies . The pipe is said to " soften " as the displacements continue to ...
Page 180
... load concentration is specified using an empirical formula ( Zyserman & Fredsøe , 1990 ) c = a 0.331 ( 0 -0.045 ) ... load is defined as the part of the total load that is travelling immediately above the bed and is supported by inter ...
... load concentration is specified using an empirical formula ( Zyserman & Fredsøe , 1990 ) c = a 0.331 ( 0 -0.045 ) ... load is defined as the part of the total load that is travelling immediately above the bed and is supported by inter ...
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Common terms and phrases
accretion analysis annulus Arctic Engineering Arctic Ocean axial loading behavior bending stiffness Bohai buckle arrestor cable calculated carrier pipe catenary coefficient collapse compressive Conference on Offshore configuration corrosion crack damping ratio deepwater defect deformation Det Norske Veritas developed diameter displacement dynamic elastic experimental failure pressures Figure finite element finite element analysis flexible pipe flowline fluid fracture freespans gauge grooves heat transfer heat transfer coefficient hummocks ice force ice load ice sheet increase installation insulation internal pressure layer length liner maximum Mechanics and Arctic method Offshore Mechanics operation parameters PETROBRAS phase pipeline pipeline system plastic predicted ratio reeling Rio de Janeiro riser system risk sagging sand scour sea ice seabed shear stress simulation soil specimens stamukhas steel strain strain gauges stress structure subsea surface temperature tension tests thermal thickness titanium values velocity water depth weld wrinkle