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 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 ...
Page 239
The failure set F of such a system is given by ( Gollwitzer and Rackwitz , 1988 ) : " ack are the normalized gradients in the u - space or w F = { z 1 g ( z ) S 0 } = U { z 1 g ( z ) S 0 } = { z | min g / ( z ) so } i = 1 Eq . 3.18 ...
The failure set F of such a system is given by ( Gollwitzer and Rackwitz , 1988 ) : " ack are the normalized gradients in the u - space or w F = { z 1 g ( z ) S 0 } = U { z 1 g ( z ) S 0 } = { z | min g / ( z ) so } i = 1 Eq . 3.18 ...
Page 259
However , there experiences of catastrophic failure of the gas generator in Bombay High . The catastrophic failures due to : were Breaking of air compressor blade . Bearing failure Flame tube failure . under higher temperature ...
However , there experiences of catastrophic failure of the gas generator in Bombay High . The catastrophic failures due to : were Breaking of air compressor blade . Bearing failure Flame tube failure . under higher temperature ...
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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 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