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 265
... mooring system after an initial failure of one mooring dolphin . This recognizes the possibility of failure even though a design satisfies the requirements of the ultimate limit state . Model experiments and time domain simulations have ...
... mooring system after an initial failure of one mooring dolphin . This recognizes the possibility of failure even though a design satisfies the requirements of the ultimate limit state . Model experiments and time domain simulations have ...
Page 268
... MOORING DOLPHIN SYSTEM OF VLFS ( 1 ) VLFS model conditions for case study We shall consider the collapse and failure probability of multiple mooring dolphin system designed under the following conditions : Body shape : Pontoon type VLFS ...
... MOORING DOLPHIN SYSTEM OF VLFS ( 1 ) VLFS model conditions for case study We shall consider the collapse and failure probability of multiple mooring dolphin system designed under the following conditions : Body shape : Pontoon type VLFS ...
Page 270
... mooring dolphin breaks , the mooring system will be in complete collapse within three hour duration time . And the mean lives ( expectation time of failure probability ) of the mooring system when the significant wave height is 4.0m ...
... mooring dolphin breaks , the mooring system will be in complete collapse within three hour duration time . And the mean lives ( expectation time of failure probability ) of the mooring system when the significant wave height is 4.0m ...
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