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 |
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