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 81
... deflection . Opposite particular case is a structure subject to a concentrated load by which deflections become comparatively sharp denting in way of the load . Deflec- tions are generally of intermediate situations , and the unit load ...
... deflection . Opposite particular case is a structure subject to a concentrated load by which deflections become comparatively sharp denting in way of the load . Deflec- tions are generally of intermediate situations , and the unit load ...
Page 102
... deflection compared at the fore end , as shown in Fig.2 . In addition , the effect of number of mode functions were ... deflection at the fore end of the structure appears to change significantly with varying the wave period . However ...
... deflection compared at the fore end , as shown in Fig.2 . In addition , the effect of number of mode functions were ... deflection at the fore end of the structure appears to change significantly with varying the wave period . However ...
Page 134
Deflection Deformation on Wave Slope Pontoon Type : Imaginary Heave Natural Frequency Rigid in Wave Resonance of Elastic Mode Deflection Semi - Submersible Type Deformation on Wave Slope Heave Natural Frequency Deformation on Wave Slope ...
Deflection Deformation on Wave Slope Pontoon Type : Imaginary Heave Natural Frequency Rigid in Wave Resonance of Elastic Mode Deflection Semi - Submersible Type Deformation on Wave Slope Heave Natural Frequency Deformation on Wave Slope ...
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