Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Parts 5-6American Society of Mechanical Engineers, 1997 - Arctic regions |
From inside the book
Results 1-3 of 84
Page 40
... present design format is less strict compared to DNV'81 and provides designs with more uniform ( and acceptable ) reliability levels . • The simple comparison implied that the present format becomes conservative compared to DNV'81 for ...
... present design format is less strict compared to DNV'81 and provides designs with more uniform ( and acceptable ) reliability levels . • The simple comparison implied that the present format becomes conservative compared to DNV'81 for ...
Page 105
... Present Method Strip Method λ / L = 0.1 x / ( L / 2 ) ( m / m ) Fig.6 ( a ) - Comparison of experimental and computational results of deflections ( A / L = 0.1 ) L - 300m B - 60m d = 0.5m 1.2 EI = 4.64 × 100 kgf × m2 2 0.8 06 Present ...
... Present Method Strip Method λ / L = 0.1 x / ( L / 2 ) ( m / m ) Fig.6 ( a ) - Comparison of experimental and computational results of deflections ( A / L = 0.1 ) L - 300m B - 60m d = 0.5m 1.2 EI = 4.64 × 100 kgf × m2 2 0.8 06 Present ...
Page 142
... present method sees the problem as interaction prob- lem among 4 body groups which are composed of four columns while the former method sees it as interaction problem among 16 columns . The number of bodies are virtually reduced in ...
... present method sees the problem as interaction prob- lem among 4 body groups which are composed of four columns while the former method sees it as interaction problem among 16 columns . The number of bodies are virtually reduced in ...
Contents
FREE SPANNING PIPELINEMULTISPAN PROJECTS | 11 |
Design Guideline for Free Spanning Pipelines | 28 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Copyright | |
17 other sections not shown
Other editions - View all
Common terms and phrases
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