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 79
... collapse failure mode adopted in the Design Guideline from the SUPERB project and in the new DNV'96 Rules for Submarine Pipeline Systems . The design format is applicable to external over - pressure , axial force and bending moment from ...
... collapse failure mode adopted in the Design Guideline from the SUPERB project and in the new DNV'96 Rules for Submarine Pipeline Systems . The design format is applicable to external over - pressure , axial force and bending moment from ...
Page 265
... collapse of multiple mooring dolphins progresses after a first passage failure of one mooring dolphin and how the dynamic model of collapse proc- ess can be represented . The probability distribution of mooring system collapse time ...
... collapse of multiple mooring dolphins progresses after a first passage failure of one mooring dolphin and how the dynamic model of collapse proc- ess can be represented . The probability distribution of mooring system collapse time ...
Page 270
... Collapse Prob . Progressive Collapse Prob . 5.CONCLUSIONS Conclusions are summarized as follows : ( 1 ) From both the numerical simulation and the model experi- ment , it is verified that the collapse phenomenon of the multiple mooring ...
... Collapse Prob . Progressive Collapse Prob . 5.CONCLUSIONS Conclusions are summarized as follows : ( 1 ) From both the numerical simulation and the model experi- ment , it is verified that the collapse phenomenon of the multiple mooring ...
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