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 111
... Fluid Category A and C Location Class Fluid Category B , D and E Location Class 1 2 1 2 Low Low Low Low Low Normal Low High Temporary Operational DNV'96 allows , as an alternative , probabilistic design provided an acceptable ...
... Fluid Category A and C Location Class Fluid Category B , D and E Location Class 1 2 1 2 Low Low Low Low Low Normal Low High Temporary Operational DNV'96 allows , as an alternative , probabilistic design provided an acceptable ...
Page 115
... fluid motion and the structural response . Hydrodynamic pressures are evaluated by using the Green function method based on a linear potential theory . while the structural behavior is described by a homogeneous thin plate theory , for ...
... fluid motion and the structural response . Hydrodynamic pressures are evaluated by using the Green function method based on a linear potential theory . while the structural behavior is described by a homogeneous thin plate theory , for ...
Page 163
... fluid dynamic force . It is possible to calculate the fluid dynamic force containing the effect of the breakwater by these method . However , the velocity potential continuation method proposed by Ijima and Yoshida ( 1975 ) is more ...
... fluid dynamic force . It is possible to calculate the fluid dynamic force containing the effect of the breakwater by these method . However , the velocity potential continuation method proposed by Ijima and Yoshida ( 1975 ) is more ...
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