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 138
... increases with increase in shear wave velocity characterizing the near field soil and decreases with decrea- sing spatial correlation of random excitation . The i ) The response generally decreases with increase in shear wave velocity ...
... increases with increase in shear wave velocity characterizing the near field soil and decreases with decrea- sing spatial correlation of random excitation . The i ) The response generally decreases with increase in shear wave velocity ...
Page 138
... increases with increase in shear wave velocity characterizing the near field soil and decreases with decrea- sing spatial correlation of random excitation . The ( ii ) The response generally decreases with increase in shear wave ...
... increases with increase in shear wave velocity characterizing the near field soil and decreases with decrea- sing spatial correlation of random excitation . The ( ii ) The response generally decreases with increase in shear wave ...
Page 272
... increased by about 36 % for 219 mm riser if the n value is changed from 0.67 to 0.5 . In case of the 508 mm riser this percentage increase is 39 % . Riser Wall Thickness The flexural rigidity of riser increases with riser wall thickness ...
... increased by about 36 % for 219 mm riser if the n value is changed from 0.67 to 0.5 . In case of the 508 mm riser this percentage increase is 39 % . Riser Wall Thickness The flexural rigidity of riser increases with riser wall thickness ...
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