Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 163
... relative burial depths of 0.0 , 0.25 and 0.5 , for all time periods , wave heights and water depths . For relative burial depths of 0.75 and 1.0 , the same trend as mentioned above is continued for time periods upto 1.5s . Beyond 1.5 s ...
... relative burial depths of 0.0 , 0.25 and 0.5 , for all time periods , wave heights and water depths . For relative burial depths of 0.75 and 1.0 , the same trend as mentioned above is continued for time periods upto 1.5s . Beyond 1.5 s ...
Page 166
... Relative Position of the Wave : In the previous sections , variation of the pressure distribution around the pipeline with various parameters viz . , time period , relative water depth , water depth , wave steepness and burial depth has ...
... Relative Position of the Wave : In the previous sections , variation of the pressure distribution around the pipeline with various parameters viz . , time period , relative water depth , water depth , wave steepness and burial depth has ...
Page 174
... Relative Positions of the Wave 0.075 d / D = 0.000 .... h / D = 5.000 ..... h / D = 5.625 h / D = 6.250 ..... h / = 6.875 0.050 0.025 0.008.00 0.15 Fig.17 0.30 0.45 Relative Water depth ( h / L ) 0.80 Variation of Seepage Force on the ...
... Relative Positions of the Wave 0.075 d / D = 0.000 .... h / D = 5.000 ..... h / D = 5.625 h / D = 6.250 ..... h / = 6.875 0.050 0.025 0.008.00 0.15 Fig.17 0.30 0.45 Relative Water depth ( h / L ) 0.80 Variation of Seepage Force on the ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength