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 2
... evaluated , are as follows , 1 ) Movement caused by waves and wind 2 ) Vertical shift caused by tide 3 ) Thermal effect caused mainly by heat from the sun 4 ) Vibration behavior 5 ) Effect on the earth's magnetic field 6 ) Structures ...
... evaluated , are as follows , 1 ) Movement caused by waves and wind 2 ) Vertical shift caused by tide 3 ) Thermal effect caused mainly by heat from the sun 4 ) Vibration behavior 5 ) Effect on the earth's magnetic field 6 ) Structures ...
Page 141
... evaluated at the position after displacement in a coordinate system that is fixed on each element because the first order forces arise due to rotational motion even in linear context . Structure is discretized into finite number of ...
... evaluated at the position after displacement in a coordinate system that is fixed on each element because the first order forces arise due to rotational motion even in linear context . Structure is discretized into finite number of ...
Page 278
... evaluated in Eq . ( 24 ) is applied to the maximum response which occurs once in a short term . Then its size of population corresponds to the total frequency of occurrence of short terms , and does not correspond to the frequency of ...
... evaluated in Eq . ( 24 ) is applied to the maximum response which occurs once in a short term . Then its size of population corresponds to the total frequency of occurrence of short terms , and does not correspond to the frequency of ...
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