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 235
The structural reliability of a pipeline depends on the deformation demand determined by imposed forces and ground ... as dents or cracks To use this information an extensive structural reliability analysis system has been developed .
The structural reliability of a pipeline depends on the deformation demand determined by imposed forces and ground ... as dents or cracks To use this information an extensive structural reliability analysis system has been developed .
Page 236
In addition , reaction forces may also be required for the evaluation of pipeline structural reliability . The strain components and reaction forces are defined as the Structural Demand Vector . As shown in Figure 2 , the local geometry ...
In addition , reaction forces may also be required for the evaluation of pipeline structural reliability . The strain components and reaction forces are defined as the Structural Demand Vector . As shown in Figure 2 , the local geometry ...
Page 238
BR = B ( 1 ) - B Eq . 3.13 = The first- and asymptotic second - order reliability methods give approximations and / or bounds on the failure probability . The reliability computation methods are first described for components and then ...
BR = B ( 1 ) - B Eq . 3.13 = The first- and asymptotic second - order reliability methods give approximations and / or bounds on the failure probability . The reliability computation methods are first described for components and then ...
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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 |