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 60
... Wind velocity and wind direction Wind was measured at the house - top on the pier , 25.5 - meter high above the sea level . Sometimes in the experiment period , large ships occasionally moored alongside the pier . In such cases , the ...
... Wind velocity and wind direction Wind was measured at the house - top on the pier , 25.5 - meter high above the sea level . Sometimes in the experiment period , large ships occasionally moored alongside the pier . In such cases , the ...
Page 75
... wind direction was stable around 80 degree that means the east wind . The mean value of the wind velocity is 5m / sec and the amplitude of the fluctuation is about 2 m / sec : this have induced the sway motion . The period of the ...
... wind direction was stable around 80 degree that means the east wind . The mean value of the wind velocity is 5m / sec and the amplitude of the fluctuation is about 2 m / sec : this have induced the sway motion . The period of the ...
Page 227
... wind loads on Very Large Floating Structures ( VLFS ) of mat - like shape are proposed , based on results of wind tunnel tests . VLFS's of interest here have large deck area which can be utilized for airports , electric- power plants ...
... wind loads on Very Large Floating Structures ( VLFS ) of mat - like shape are proposed , based on results of wind tunnel tests . VLFS's of interest here have large deck area which can be utilized for airports , electric- power plants ...
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