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 75
... operation ( both functional and environmental loads ) while the stress utilization is limited to 0.72 SMYS for functional loading only . The new ISO - 96 draft code for pipelines allow a stress level of 1.0 SMYS for construction and 0.9 ...
... operation ( both functional and environmental loads ) while the stress utilization is limited to 0.72 SMYS for functional loading only . The new ISO - 96 draft code for pipelines allow a stress level of 1.0 SMYS for construction and 0.9 ...
Page 131
... operation the pipe will be hydrotested to a test pressure higher than normal operating pressure . The procedure and the test pressure depend on the pipeline code used for design . Strain Level During Operation The main source of cyclic ...
... operation the pipe will be hydrotested to a test pressure higher than normal operating pressure . The procedure and the test pressure depend on the pipeline code used for design . Strain Level During Operation The main source of cyclic ...
Page 2
... operation of an airport . operation of an airport . Among these functions , the following airport functions are thought to be influenced by the characteristics of the Mega - Float airport . 1 ) Aircraft Operation Function Runway ...
... operation of an airport . operation of an airport . Among these functions , the following airport functions are thought to be influenced by the characteristics of the Mega - Float airport . 1 ) Aircraft Operation Function Runway ...
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