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 132
... incident wave angle W : deflection of body Q : fluid region TH boundary of body surface IF boundary of free surface IB boundary of bottom I boundary of farfield ∞ Fig.1 Calculation model of pontoon type very large floating structure ...
... incident wave angle W : deflection of body Q : fluid region TH boundary of body surface IF boundary of free surface IB boundary of bottom I boundary of farfield ∞ Fig.1 Calculation model of pontoon type very large floating structure ...
Page 152
... incident angle : x = 135 ° Length 300 ( m ) Width 60 ( m ) 0.4 0.0 -0.4 Wave incident angle : x = 135 ° Wave Length = 300 ( m ) Width 60 ( m ) Wave incident angle : x = 180 ° Wave length 75 ( m ) Wave Length 300 ( m ) Width = 60 ( m ) ...
... incident angle : x = 135 ° Length 300 ( m ) Width 60 ( m ) 0.4 0.0 -0.4 Wave incident angle : x = 135 ° Wave Length = 300 ( m ) Width 60 ( m ) Wave incident angle : x = 180 ° Wave length 75 ( m ) Wave Length 300 ( m ) Width = 60 ( m ) ...
Page 188
... incident , diffraction , and radiation wave potentials respectively . Diffraction problem . The diffraction problem is that diffraction wave potential is solved for a rigid floating body which is fixed and subjected to incident waves ...
... incident , diffraction , and radiation wave potentials respectively . Diffraction problem . The diffraction problem is that diffraction wave potential is solved for a rigid floating body which is fixed and subjected to incident waves ...
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