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 99
... method might be of use for practical applications . simplified method to evaluate wave - induced responses of a very large floating structure in a reasonably short computational time . Wave exciting force will be determined by using ...
... method might be of use for practical applications . simplified method to evaluate wave - induced responses of a very large floating structure in a reasonably short computational time . Wave exciting force will be determined by using ...
Page 147
... method . Then , hydrodynamic pressures exerted on it are evaluated by combining pressure distribution method and the dry - eigenmodes . Wave - induced motions of the plate are expressed as a superposition of the dry - eigenmodes , and ...
... method . Then , hydrodynamic pressures exerted on it are evaluated by combining pressure distribution method and the dry - eigenmodes . Wave - induced motions of the plate are expressed as a superposition of the dry - eigenmodes , and ...
Page 224
... method ! method2 15 wether side 10 25 30 exp method method ? C. Time ( sec ) wave height 0.075m horizontal length 2.0m Fig . 8 time series of heave motion One is linear analyzing method ( method - 1 ) , another is non - linear analyzing ...
... method ! method2 15 wether side 10 25 30 exp method method ? C. Time ( sec ) wave height 0.075m horizontal length 2.0m Fig . 8 time series of heave motion One is linear analyzing method ( method - 1 ) , another is non - linear analyzing ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
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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