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 sists of three major parts : the Structural n Analysis , the Data Acquisition and systems , and the Integrated Statistical ility Analysis , all tied together in a tatistical manner . The Structural n Analysis ...
... Analysis and Monitoring sists of three major parts : the Structural n Analysis , the Data Acquisition and systems , and the Integrated Statistical ility Analysis , all tied together in a tatistical manner . The Structural n Analysis ...
Page 314
... analysis , use of the deformation theory may be 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 be 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 ...
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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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