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 290
... response was predicted for the following operating modes : 1. Starboard pumps performing manoeuvre operations 2. Starboard pumps performing unload - to - port operations 3. Port pumps performing manoeuvre operations 4. Port pumps ...
... response was predicted for the following operating modes : 1. Starboard pumps performing manoeuvre operations 2. Starboard pumps performing unload - to - port operations 3. Port pumps performing manoeuvre operations 4. Port pumps ...
Page 367
... response of the pipeline within the riverbed . Three of these models were developed with a depth of burial , to the top of the pipeline , of three , four , and five times the outside diameter of the pipe . The soil - pipe interaction ...
... response of the pipeline within the riverbed . Three of these models were developed with a depth of burial , to the top of the pipeline , of three , four , and five times the outside diameter of the pipe . The soil - pipe interaction ...
Page 368
... response close to the design conditions studied herein for validation of the methodology . This literature search resulted in published test results for a pipe in sand , i.e. , frictional soil , with geometrical properties very close to ...
... response close to the design conditions studied herein for validation of the methodology . This literature search resulted in published test results for a pipe in sand , i.e. , frictional soil , with geometrical properties very close to ...
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