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 |
RELIABILITY DESIGN SUPERB AND DNV96 PROJECTS | 45 |
Requirements to Linepipe Material and Manufacture | 99 |
Copyright | |
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airport amplitude analysis ASME axial beam bending bending moment bottom boundary buckling calculated characteristics clad plate coefficient collapse condition corrosion cross-flow deflection deformation density Det Norske Veritas diameter direction displacement dynamic elastic Engineering equation evaluated experimental failure probability fatigue Figure floating airport flow fluid force free span function hoop stress horizontal hydrodynamic Hydroelastic in-line VIV incident waves instability region installation Japan large floating structure length limit limit state design linepipe load effects maximum measured Mega-Float method mode mooring motion MULTISPAN natural frequencies normal numerical obtained Offshore OMAE parameters pipe pipeline prediction pump reduced velocity reliability requirements response safety class safety factors safety levels seabed shown simulation Statoil steel strain stress surface Table temperature thickness titanium trawl turbulence uncertainty velocity potential vertical vibration VLFS Vortex Induced Vibrations water depth wave height welding yield strength