Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1992 - Arctic regions |
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Page 42
compressibility factor of 0.2 % within the pressure range 0-300 bar and the temperature range 100-350K . The average percentage error in the density , taking the experimental error into account , is 0.386 % . The IUPAC compressibility ...
compressibility factor of 0.2 % within the pressure range 0-300 bar and the temperature range 100-350K . The average percentage error in the density , taking the experimental error into account , is 0.386 % . The IUPAC compressibility ...
Page 176
... range of +/- 0.1 to +/- 0.5 inch , and a frequency range of 1.5 to 4 Hz . The force and displacement histories provided the effective stiffness and effective damping ratio of the tested configuration . The tests were conducted on 3 and ...
... range of +/- 0.1 to +/- 0.5 inch , and a frequency range of 1.5 to 4 Hz . The force and displacement histories provided the effective stiffness and effective damping ratio of the tested configuration . The tests were conducted on 3 and ...
Page 177
... range from approximately 1.5 to 4 Hz , which is consistent with the predicted frequency range . 7.2 WIV Data The data acquisition system was programmed to record data after initiation by either a displacement trigger or a wind trigger ...
... range from approximately 1.5 to 4 Hz , which is consistent with the predicted frequency range . 7.2 WIV Data The data acquisition system was programmed to record data after initiation by either a displacement trigger or a wind trigger ...
Contents
OFFSHORE PIPELINE TECHNOLOGY | 53 |
CODESSTANDARDS AND REGULATIONS | 75 |
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 89 |
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Alberta analysis applied Arctic assessment axial bending buckling buried pipelines calculated Canadian Standards Association coefficient construction corrosion crack criteria cylinder damage defects depth developed diameter displacement distribution effect elastic Engineering environmental equation equipment estimated evaluation failure probability fatigue finite element flow force fractile fracture fracture mechanics frequency frost heave frozen soil gas pipeline geometry hoop stress horizontal inspection installation interaction internal lift force Limit States Design load lognormal longitudinal maximum measured Mechanics meter methods offshore pipelines OMAE operation orifice orifice plate parameters permafrost pipe wall pipeline spans pipeline system Pipeline Technology ASME plastic predicted pressure ratio reliability S-N curve scour simulation SMYS solution specific standards steel strain structural Table Technology ASME 1992 temperature differential tensile tube bundle usage factor variable velocity profile vertical vibration volumetric flow rate vortex shedding wall thickness weld yield strength