Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 154
... Analysis and Monitoring System consists of three major parts : the Structural Deformation Analysis , the Data Acquisition and Monitoring systems , and the Integrated Statistical and Reliability Analysis , all tied together in a rigorous ...
... Analysis and Monitoring System consists of three major parts : the Structural Deformation Analysis , the Data Acquisition and Monitoring systems , and the Integrated Statistical and Reliability Analysis , all tied together in a rigorous ...
Page 158
... analysis stage . The analysis to date indicates that the pipeline system was exhibiting deformation behaviour well within design and safety criteria limits . CONCLUSION The Pipeline Integrity Analysis and Monitoring System is designed ...
... analysis stage . The analysis to date indicates that the pipeline system was exhibiting deformation behaviour well within design and safety criteria limits . CONCLUSION The Pipeline Integrity Analysis and Monitoring System is designed ...
Page 314
... analysis , use of the deformation theory may recommended . Inelastic bifurcation buckling of simply- supported pipes under bending may be analyzed by using the approach used by Gellin ( 23 ) . This approach requires nonlinear stress ...
... analysis , use of the deformation theory may recommended . Inelastic bifurcation buckling of simply- supported pipes under bending may be analyzed by using the approach used by Gellin ( 23 ) . This approach requires nonlinear stress ...
Contents
Model Tests | 3 |
B Bryndum V Jacobsen and D T Tsahalis 9 | 21 |
Scour Under Pipelines | 33 |
Copyright | |
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Common terms and phrases
acoustic velocity analysis Arctic Engineering axial behaviour bending bottom boundary layer buckling cable calculated clamp Cobia compression corrosion crack cylinder deflection deformation developed dew point diameter drag drag coefficient effect elastic equation experimental field Figure finite element flow force coefficients free span frequency friction friction welding function hoop stress horizontal Hydraulic hydrodynamic hydrodynamic forces in-line installation irregular waves length lift coefficient lift force liquid load maximum measured mechanical method monitoring movement nodal analysis operating parameters phase pipe displacement pipe material pipeline predicted pressure procedure ratio response riser roughness SCADA scour sea bed sea floor seabed shown simulated slug soil steady current steel storm strain strain gauges stress structural submarine pipelines surface Technology temperature tion Turning Bands underwater values variation vertical vortex shedding water depth welding zone