Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 5-6American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 237
First and Asymptotic Second Order Reliability Analysis and Sensitivity Analysis One or more structural and material limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of ...
First and Asymptotic Second Order Reliability Analysis and Sensitivity Analysis One or more structural and material limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of ...
Page 238
It follows that : where " Fz ; ( . ) " is the distribution function for " z ; " . Vgu ( u ) a = Eq . 3.16 Step 2 . The limit state surface in the 2 - space is then transformed into the corresponding limit state surface in the u - space ...
It follows that : where " Fz ; ( . ) " is the distribution function for " z ; " . Vgu ( u ) a = Eq . 3.16 Step 2 . The limit state surface in the 2 - space is then transformed into the corresponding limit state surface in the u - space ...
Page 240
Limit Strength Functions and their distribution eg . Axial Strain Limit Strength EA Bending Strain Limit Strength E8 Reaction Force Lima Strength RA etc. • Safety Margin M- EN - EN • Probability of Failure • Reliability !
Limit Strength Functions and their distribution eg . Axial Strain Limit Strength EA Bending Strain Limit Strength E8 Reaction Force Lima Strength RA etc. • Safety Margin M- EN - EN • Probability of Failure • Reliability !
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Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
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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 force 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 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 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |