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 139
... body are reduced in number to several number of coefficients . After solving equations of the coefficients using diffraction char- acteristics of bodies , we can finally obtain the source density on all bodies . Noticing that the shape ...
... body are reduced in number to several number of coefficients . After solving equations of the coefficients using diffraction char- acteristics of bodies , we can finally obtain the source density on all bodies . Noticing that the shape ...
Page 141
... body is allowed arbitrary , group body which is composed of several floating bodies can be treated hydrodynamically as one body . Sub - structure method is employed so that the unknowns may be decreased in number . One sub - structure ...
... body is allowed arbitrary , group body which is composed of several floating bodies can be treated hydrodynamically as one body . Sub - structure method is employed so that the unknowns may be decreased in number . One sub - structure ...
Page 142
... body which behave as a rigid body and the displacement of the group body is ex- pressed by eight representative nodal displacements marked with filled circle . For computation , though the method itself contains the effects of ...
... body which behave as a rigid body and the displacement of the group body is ex- pressed by eight representative nodal displacements marked with filled circle . For computation , though the method itself contains the effects of ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
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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