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 80
Therefore , the cumulative pipe movement due number of storms over a number of years can be determined by linear superposition of displacements caused by each individual storm as long as the total displacement is relatively small ...
Therefore , the cumulative pipe movement due number of storms over a number of years can be determined by linear superposition of displacements caused by each individual storm as long as the total displacement is relatively small ...
Page 81
For a given pipeline , it is also possible to establish reasonable relationship between pipe displacement and current speed over a certain range of wave heights . a to a The relation between storm and its induced current is a ...
For a given pipeline , it is also possible to establish reasonable relationship between pipe displacement and current speed over a certain range of wave heights . a to a The relation between storm and its induced current is a ...
Page 83
to assume is room are two tive which can be employed is that such net pipe displacement is normally distributed and the sensitivity of the possible variations of the mean displacement on the pipeline long - term cumulative displacement ...
to assume is room are two tive which can be employed is that such net pipe displacement is normally distributed and the sensitivity of the possible variations of the mean displacement on the pipeline long - term cumulative displacement ...
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 7, Parts 4-6 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1988 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |