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 237
... limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of these limit states can usually be identified once sufficient statistical field position data are available . The data ...
... limit states could be caused by slow ground and pipeline movements . Practical long term remedies to prevent many of these limit states can usually be identified once sufficient statistical field position data are available . The data ...
Page 238
... limit state surface closest to the origin , i.e. the point on the limit state surface with the highest probability density . This point is found by a minimization procedure with one constraint : min u gu ( u ) = 0 The design point is ...
... limit state surface closest to the origin , i.e. the point on the limit state surface with the highest probability density . This point is found by a minimization procedure with one constraint : min u gu ( u ) = 0 The design point is ...
Page 240
... Limit Strength Functions and their distribution e.g. Axial Strain Limit Strength EA Bending Strain Limit Strength EB ' Reaction Force Limit Strength RA etc. • Safety Margin M - EA - EA Probability of Failure • Reliability Table 3.1 ...
... Limit Strength Functions and their distribution e.g. Axial Strain Limit Strength EA Bending Strain Limit Strength EB ' Reaction Force Limit Strength RA etc. • Safety Margin M - EA - EA Probability of Failure • Reliability Table 3.1 ...
Contents
PIPELINE DESIGN AND OPERATIONS | 1 |
PIPELINE INDUSTRY OUTLOOK 89 | 69 |
PIPELINE FORCES DYNAMICS AND STABILITY I | 95 |
Copyright | |
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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 forces function geometry given heat horizontal hydrogen included increase indicated initial installation internal length lift force limit load lower material maximum means 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