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 77
Page 125
... observed in in - place flowlines due to shut - downs . Ratcheting and shakedown problems of inelastic pipelines was first studied by Murphey and Langner ( 1985 ) . Murphey amd Langner ( 1985 ) indicated that for grade X - 60 pipe , with ...
... observed in in - place flowlines due to shut - downs . Ratcheting and shakedown problems of inelastic pipelines was first studied by Murphey and Langner ( 1985 ) . Murphey amd Langner ( 1985 ) indicated that for grade X - 60 pipe , with ...
Page 236
... observed spans in a defined area approaches the defined critical length , detailed assessment of the pipeline section is initiated . The assessment may involve re - evaluation of environmental data , re - analyses based on updated ...
... observed spans in a defined area approaches the defined critical length , detailed assessment of the pipeline section is initiated . The assessment may involve re - evaluation of environmental data , re - analyses based on updated ...
Page 180
... observed in the response curve of an elastically supported plate excited externally are not observed . Namely natural frequencies of wet modes do not correspond to the response because the damping of wave making is large . This means ...
... observed in the response curve of an elastically supported plate excited externally are not observed . Namely natural frequencies of wet modes do not correspond to the response because the damping of wave making is large . This means ...
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