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 80
... function for each failure mode Uncertainty modelling for the physical variables Introduce measures of the model uncertainties · Calculate the failure probability • Quantify acceptance criteria and evaluate results The probabilistic ...
... function for each failure mode Uncertainty modelling for the physical variables Introduce measures of the model uncertainties · Calculate the failure probability • Quantify acceptance criteria and evaluate results The probabilistic ...
Page 149
... function G ( x , y , 0 ; x ' , y ' , 0 ) is the same as the one used by Yamashita ( 1979 ) . We apply constant panel method to solve this equation for the evaluation of pressure function p ( x , y ) . First , Sh is divided into panels ...
... function G ( x , y , 0 ; x ' , y ' , 0 ) is the same as the one used by Yamashita ( 1979 ) . We apply constant panel method to solve this equation for the evaluation of pressure function p ( x , y ) . First , Sh is divided into panels ...
Page 197
... function , and Q ( § , 7 , 5 ) is the point under consideration . The Green function which satisfies Eqs . ( 4a ) ~ ( 4d ) is given by ( John , 1950 ) G ( P , G ) = 2яic , cosh kz cosh kH ( KR ) 4C , cosk , zcosk , Ko ( k , R ) , ( 5 ) ...
... function , and Q ( § , 7 , 5 ) is the point under consideration . The Green function which satisfies Eqs . ( 4a ) ~ ( 4d ) is given by ( John , 1950 ) G ( P , G ) = 2яic , cosh kz cosh kH ( KR ) 4C , cosk , zcosk , Ko ( k , R ) , ( 5 ) ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
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amplitude analysis ASME axial beam bending bending moment bottom boundary calculated characteristics coefficient collapse condition corrosion cross-flow defect deformation density Det Norske Veritas developed diameter displacement dynamic elastic electrodes Engineering equation evaluated experimental fatigue Figure floating airport flow rate fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic impeller in-line VIV incident waves inspection instability region installation interaction Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float meter method mode mooring motion natural frequencies node numerical obtained Offshore parameters phase pipe predicted pressure distribution ratio reduced velocity reliability response safety class safety factors safety levels sand wave seabed simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence two-phase flow uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding