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 , P ( x , y , z ) is the point of application of the delta function , and Q ( § , n , 5 ) is the point under consideration . The Green function which satisfies Eqs . ( 4a ) ~ ( 4d ) is given by ( John , 1950 ) G ( P , G ) ...
... function , P ( x , y , z ) is the point of application of the delta function , and Q ( § , n , 5 ) is the point under consideration . The Green function which satisfies Eqs . ( 4a ) ~ ( 4d ) is given by ( John , 1950 ) G ( P , G ) ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
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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