Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 49
... parameters influence the water- pipeline - soil interaction problem . These are briefly discussed herein . However ... parameters , such as length , period , velocity , pressure on the sea bottom with respect to the ratio of wave length ...
... parameters influence the water- pipeline - soil interaction problem . These are briefly discussed herein . However ... parameters , such as length , period , velocity , pressure on the sea bottom with respect to the ratio of wave length ...
Page 121
... parameters characterizing dynamic stiffness of the soil were drawn from foundation engineering . Main results were that the capability of soil to remove energy from the oscillating pipe might be important , giving rise to critical ...
... parameters characterizing dynamic stiffness of the soil were drawn from foundation engineering . Main results were that the capability of soil to remove energy from the oscillating pipe might be important , giving rise to critical ...
Page 122
... parameters were established through direct measurements or calculations : Motions : Forces : Displacement and acceleration , of the pipe segment ; Hydrodynamic loads in three stations on the pipe segment together with the total force ...
... parameters were established through direct measurements or calculations : Motions : Forces : Displacement and acceleration , of the pipe segment ; Hydrodynamic loads in three stations on the pipe segment together with the total force ...
Contents
ICE PROPERTIESII | 31 |
The Growth of EGADS Model Ice in a Small Tank | 47 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle Arctic Arctic Engineering average axial beam Beaufort Sea bending Bering Sea buckling calculated compressive Conference on Offshore corrosion crack creep curve cylinder deflection deformation density depth developed dew point diameter displacement dynamic effect elastic equation experimental failure finite element flow fracture fracture toughness free span function horizontal ice force ice loads ice sheet ice velocity icebreaking impact increase layer length lift force linear material maximum measured Mechanics and Arctic method nodal analysis normal force Offshore Mechanics operating parameters pipe pipeline plastic predicted presented pressure PVDF ratio ray tracing regular waves riser samples SCADA scour sea ice seabed Seventh International Conference shear ship shown in Figure simulation soil specimen spray ice steel strain gauges strain rate stress structure surface temperature tensile thermosyphon thickness tion values vertical welding zone