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 210
... coefficient of reliability assumed to be equal to 1.1 ; f = coefficient of friction ; p = mass density water , N / m2 ; PXM , Pz = accordingly , horizontal and vertical components of wave pressure , N / m ; PXT , PZT = accordingly ...
... coefficient of reliability assumed to be equal to 1.1 ; f = coefficient of friction ; p = mass density water , N / m2 ; PXM , Pz = accordingly , horizontal and vertical components of wave pressure , N / m ; PXT , PZT = accordingly ...
Page 205
... coefficient μ in the wave filter distributes linearly in horizontal direction and imposing Eq . ( 6 ) to Eq . ( 7 ) , the boundary condition on S3 that satisfies the continuity of velocity and pressure can be derived as follow where ...
... coefficient μ in the wave filter distributes linearly in horizontal direction and imposing Eq . ( 6 ) to Eq . ( 7 ) , the boundary condition on S3 that satisfies the continuity of velocity and pressure can be derived as follow where ...
Page 221
... coefficient , Ma is added mass coefficient , Dm is radiation damping coefficient , C is static restoring force coefficient , B is viscous damping coefficient and G is mooring force . X is motion response , dot express time differential ...
... coefficient , Ma is added mass coefficient , Dm is radiation damping coefficient , C is static restoring force coefficient , B is viscous damping coefficient and G is mooring force . X is motion response , dot express time differential ...
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