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
... 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 ...
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 |
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