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 155
... displacement velocity and cyclic loading have to be taken into account . A series of dynamic loading tests has been conducted to examine the cyclic and velocity effect using a shaking table to produce seismic loadings . The test showed ...
... displacement velocity and cyclic loading have to be taken into account . A series of dynamic loading tests has been conducted to examine the cyclic and velocity effect using a shaking table to produce seismic loadings . The test showed ...
Page 156
... displacement is small , a linear relationship is widely accepted between subgrade reaction and ground displacement , while non- linear behavior is inevitable in the case of large relative displacement when slipping behavior is observed ...
... displacement is small , a linear relationship is widely accepted between subgrade reaction and ground displacement , while non- linear behavior is inevitable in the case of large relative displacement when slipping behavior is observed ...
Page 18
... displacement . In order to illustrate the changes in longitudinal distribution of vertical displacement with time , displacements are plotted every one- eighth period in the figure . The figure clearly demonstrates that the models ...
... displacement . In order to illustrate the changes in longitudinal distribution of vertical displacement with time , displacements are plotted every one- eighth period in the figure . The figure clearly demonstrates that the models ...
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