Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 113
Pe Pi a q , qu х , у yo , Yu : Hydrostatic and internal pressure ( kN / m2 ) : Seabed resistance and ultimate resistance to pipe lateral displacement ( kN / m ) : Cartesian co - ordinates : Initial pipe deflection and pipe break - away ...
Pe Pi a q , qu х , у yo , Yu : Hydrostatic and internal pressure ( kN / m2 ) : Seabed resistance and ultimate resistance to pipe lateral displacement ( kN / m ) : Cartesian co - ordinates : Initial pipe deflection and pipe break - away ...
Page 236
As shown in Figure 2 , the local geometry analysis ( calculation of the structural demand vector ) is intimately related to the generation of the initial geometry . The kinematic constraints , the kinematic matrix , and the geometric ...
As shown in Figure 2 , the local geometry analysis ( calculation of the structural demand vector ) is intimately related to the generation of the initial geometry . The kinematic constraints , the kinematic matrix , and the geometric ...
Page 152
In this initial implementation , the compliant force sensing unit is simple and effective at providing the needed sensing capability and compliance . With this unit , a quick servo response with little or no overshoot could be achieved ...
In this initial implementation , the compliant force sensing unit is simple and effective at providing the needed sensing capability and compliance . With this unit , a quick servo response with little or no overshoot could be achieved ...
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
13 other sections not shown
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Common terms and phrases
analysis applied assumed bending bottom buckling bundle calculated caused coefficient Conference considered construction cost crack dependent depth determined developed diameter direction displacement effect Engineering equation experiments factor failure field Figure flow forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum measured Mechanics metal method monitoring movement natural obtained occur Offshore operation parameters pass pipe pipeline position possible predicted present pressure problem procedure production range ratio reduced REFERENCES reliability repair Research resistance response scour seabed separator shown shows simulation soil solution span steel strength stress structural surface Table temperature term tion tool velocity vertical vibration wave weight welding zone
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6; Volume 8, Parts 5-6 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| Export Citation | BiBTeX EndNote RefMan |