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 130
... Elastic 1st 2.07 Hz Elastic 1st 2.19 Hz Elastic 1st 2.07 Hz Elastic 2nd 2.51 Hz Elastic 2nd 2.33 Hz Elastic 2nd 2.42 Hz Elastic 3rd 3.28 Hz Elastic 3rd 3.31 Hz Elastic 3rd 3.25 Hz Elastic 4th 4.70 Hz Elastic 4th 4.73 Hz Elastic 4th 4.45 ...
... Elastic 1st 2.07 Hz Elastic 1st 2.19 Hz Elastic 1st 2.07 Hz Elastic 2nd 2.51 Hz Elastic 2nd 2.33 Hz Elastic 2nd 2.42 Hz Elastic 3rd 3.28 Hz Elastic 3rd 3.31 Hz Elastic 3rd 3.25 Hz Elastic 4th 4.70 Hz Elastic 4th 4.73 Hz Elastic 4th 4.45 ...
Page 134
... Elastic Mode Resonance of Elastic Mode Deformation on Wave Slope Wave Frequency Range Resonance of Elastic Mode Fig.6 Typical frequency response of deflection of pontoon type large scale floating structures . hereafter called ...
... Elastic Mode Resonance of Elastic Mode Deformation on Wave Slope Wave Frequency Range Resonance of Elastic Mode Fig.6 Typical frequency response of deflection of pontoon type large scale floating structures . hereafter called ...
Page 185
... elastic deformation is large even inside the plate , especially in the fore half near the weather side , which is markedly different from the distribution of diffrac- tion pressure . Effects of finite - water depth can be discussed from ...
... elastic deformation is large even inside the plate , especially in the fore half near the weather side , which is markedly different from the distribution of diffrac- tion pressure . Effects of finite - water depth can be discussed from ...
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