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 |
Simple Beam Tests on Type S3 Sea | 63 |
ICE DRIFT AND DYNAMICS | 69 |
Copyright | |
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analysis angle approximately Arctic assumed average beam calculated coefficient Cold conducted Conference constant crack creep crushing curves deflection deformation dependence determined developed drift dynamic effect elastic energy Engineering equation estimated experimental experiments factor failure field Figure flexural flow force fracture friction function given grain heat horizontal ice force ice loads ice sheet iceberg impact increase indicates International island layer length limit linear material mean measured Mechanics method motion normal Norton Sound observed obtained Ocean Offshore operating oriented panel parameters plate POSITION presented pressure properties range ratio reference region reinforced relative Report Research response saline samples scale sea ice shape ship shown shows specimen speed spray strain rate strength stress structure surface Table temperature tests thermosyphon thickness tion transfer values vertical wind