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 59
... load processes . It will provide reliable estimates if the assumption of independence of variables in different ... LOAD EFFECTS AND LIMIT STATES In structural design of offshore pipelines , the following load effects should as a minimum ...
... load processes . It will provide reliable estimates if the assumption of independence of variables in different ... LOAD EFFECTS AND LIMIT STATES In structural design of offshore pipelines , the following load effects should as a minimum ...
Page 60
... Loads and load effects to be considered depend on actual design situations . Strictly speaking , their uncertainty measures are very case specific . For each category of loads and load effects ( functional or environmental ) , however ...
... Loads and load effects to be considered depend on actual design situations . Strictly speaking , their uncertainty measures are very case specific . For each category of loads and load effects ( functional or environmental ) , however ...
Page 112
... load effect ( S ) does not exceed the design resistance ( R ) SYF SETY & SECY ) ≤ R ( R / YR ) where : YF SEC YE SE.C Yc Rc YR E = Basic Load Factor for functional loads = = = = Characteristic load effect from functional loads ( 1 ) Basic ...
... load effect ( S ) does not exceed the design resistance ( R ) SYF SETY & SECY ) ≤ R ( R / YR ) where : YF SEC YE SE.C Yc Rc YR E = Basic Load Factor for functional loads = = = = Characteristic load effect from functional loads ( 1 ) Basic ...
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