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 41
... boundary between the medium- sized and wide areas . An example of the mesh boundary is shown in Fig . 3 , and the computational procedure is as follows : ( 1 ) Tidal level values at the boundary line between wide and medium - sized ...
... boundary between the medium- sized and wide areas . An example of the mesh boundary is shown in Fig . 3 , and the computational procedure is as follows : ( 1 ) Tidal level values at the boundary line between wide and medium - sized ...
Page 197
... boundary element method , the boundary П is divided into E boundary elements . If the velocity potential is assumed to vary linearly on each element , the boundary , can be discretized by 4 - node quadrilateral isoparametric ( liner ) ...
... boundary element method , the boundary П is divided into E boundary elements . If the velocity potential is assumed to vary linearly on each element , the boundary , can be discretized by 4 - node quadrilateral isoparametric ( liner ) ...
Page 220
... BOUNDARY INTEGRAL EQUATIONS Boundary integral equation has been given on SF ( 5 ) + O ( P ) = √ , DØ ° ds - [ Q ( Q ) Dds ( 6 ) 2 Is an Equation ( 6 ) is equivalent boundary problem shown as 2.2 . Here , P is observation point and Q is ...
... BOUNDARY INTEGRAL EQUATIONS Boundary integral equation has been given on SF ( 5 ) + O ( P ) = √ , DØ ° ds - [ Q ( Q ) Dds ( 6 ) 2 Is an Equation ( 6 ) is equivalent boundary problem shown as 2.2 . Here , P is observation point and Q is ...
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