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 266
... MOORING DOLPHIN MODEL The mooring device model consists of the link and dolphin . The link has the fracture mechanism which breaks if a specific load is acted in the compression or pulling direction . So , a reproduction of progressive ...
... MOORING DOLPHIN MODEL The mooring device model consists of the link and dolphin . The link has the fracture mechanism which breaks if a specific load is acted in the compression or pulling direction . So , a reproduction of progressive ...
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 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength