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 188
... waves are studied in the present study . It is assumed that the rectangular ... incident wave angle Χ W : deflection of body wave 12 , nw . W n Ω Χ Гв ΓΗ Q ... incident , diffraction , and radiation wave potentials respectively ...
... waves are studied in the present study . It is assumed that the rectangular ... incident wave angle Χ W : deflection of body wave 12 , nw . W n Ω Χ Гв ΓΗ Q ... incident , diffraction , and radiation wave potentials respectively ...
Page 237
... Wave Height of Incident Waves ( cm ) ( b ) The free surface rises , push- ing out the air which has come into the model bottom 2 COLD 1.8 1.6 ( c ) The bottom touches the free surface . ( d ) Wave Period ( sec ) 1.4 0.8 0.6 0.4 O ( a ) ...
... Wave Height of Incident Waves ( cm ) ( b ) The free surface rises , push- ing out the air which has come into the model bottom 2 COLD 1.8 1.6 ( c ) The bottom touches the free surface . ( d ) Wave Period ( sec ) 1.4 0.8 0.6 0.4 O ( a ) ...
Page 242
... wave probe was used to monitor the incident waves . Wave elevations were measured during each test run and also without the model in the tank before the tests . The forces , pressures and wave elevations were recorded by means of an EWS ...
... wave probe was used to monitor the incident waves . Wave elevations were measured during each test run and also without the model in the tank before the tests . The forces , pressures and wave elevations were recorded by means of an EWS ...
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