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 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 ...
Page 232
... Wind direction ( deg ) 30 45 Wind direction ( deg ) 60 75 90 Turn table Fx 1.0 10.0 12/010 2 Fig.7 | Cf ( f ) / Cf ( 0 ) | 2 Wind Wind direction angle Mz Flange Fy Fig.8 Schematic view of the 3 - D model Fig . 10 Drag coefficients of ...
... Wind direction ( deg ) 30 45 Wind direction ( deg ) 60 75 90 Turn table Fx 1.0 10.0 12/010 2 Fig.7 | Cf ( f ) / Cf ( 0 ) | 2 Wind Wind direction angle Mz Flange Fy Fig.8 Schematic view of the 3 - D model Fig . 10 Drag coefficients of ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength