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 81
In order to carry out the minimization for a homogeneous , isotropic field , one must specify apriori the correlation functions for longitudinal and transverse components of the mean velocity , Bii ( 1 ) and Bl ( r ) respectively ( see ...
In order to carry out the minimization for a homogeneous , isotropic field , one must specify apriori the correlation functions for longitudinal and transverse components of the mean velocity , Bii ( 1 ) and Bl ( r ) respectively ( see ...
Page 77
The final alignment and connection is not modeled due to insufficient field data for meaningful comparison . Rather the parameter study serves to show the relative importance of the cable shortening history and the friction coefficient ...
The final alignment and connection is not modeled due to insufficient field data for meaningful comparison . Rather the parameter study serves to show the relative importance of the cable shortening history and the friction coefficient ...
Page 112
In solving wave field , it usually assumed that the sea bottom is an impervious boundary . This is a reasonable assumption in practice because the particle velocity in the wave field is much larger than that in the seepage field .
In solving wave field , it usually assumed that the sea bottom is an impervious boundary . This is a reasonable assumption in practice because the particle velocity in the wave field is much larger than that in the seepage field .
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Contents
ICE PROPERTIES1 | 1 |
Effects of Temperature and Strain Rate on Uniaxial Compressive Strength of Naturally Formed Fresh | 19 |
ICE PROPERTIES | 31 |
Copyright | |
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analysis applied Arctic assumed average bending boundary buckling calculated caused coefficient compressive Conference considered crack creep curves deformation depends depth determined developed diameter direction displacement effect elastic energy Engineering equation estimate experimental experiments factor failure field Figure flow force fracture friction function given heat horizontal impact increase International layer length lift force limit load lower material maximum mean measured Mechanics method movement normal observed obtained Offshore operating parameters performed pipe pipeline position predicted present pressure problem properties range ratio region relative Research resistance response saline samples scale scour ship shown shows soil solution specimen speed steel strain strain rate strength stress structure surface Table temperature thickness tion values velocity vertical wave welding