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 56
... determined . This average value for each scan is compared to the value of the previous scan and whenever this value changes by more than a pre - determined value , that temperature is taken as the dew point temperature . The data ...
... determined . This average value for each scan is compared to the value of the previous scan and whenever this value changes by more than a pre - determined value , that temperature is taken as the dew point temperature . The data ...
Page 155
... determined solution for node positions , i.e. , redundancy . The method of least - squares solution for over - determined models is used , which essentially provides the optimal and unique solution of the equation system by minimizing ...
... determined solution for node positions , i.e. , redundancy . The method of least - squares solution for over - determined models is used , which essentially provides the optimal and unique solution of the equation system by minimizing ...
Page 263
... determined by the embedment io . At this point a classification can be made into 1low and deep embedded structures , like anchors and elines , which relates to the typical mode of failure . soil , failure occurs by the formation of so ...
... determined by the embedment io . At this point a classification can be made into 1low and deep embedded structures , like anchors and elines , which relates to the typical mode of failure . soil , failure occurs by the formation of so ...
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