Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1American Society of Mechanical Engineers, 1989 - Arctic regions |
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Page 279
The probability of a failure due to accidental loading , Pk , is now the residual probability existing after the inspection which is not 100 % reliable and the accumulated probability of damage between the inspections which becomes P ...
The probability of a failure due to accidental loading , Pk , is now the residual probability existing after the inspection which is not 100 % reliable and the accumulated probability of damage between the inspections which becomes P ...
Page 295
an arbitrary this system failure probability for time t , may be given as : PATH FAILURE PROBABILITY A general expression for a path failure probability Ff ( t ) , in timet may be given as ( see Reference 2 ) : o F s 1 S K a ( 1 j = 1 ...
an arbitrary this system failure probability for time t , may be given as : PATH FAILURE PROBABILITY A general expression for a path failure probability Ff ( t ) , in timet may be given as ( see Reference 2 ) : o F s 1 S K a ( 1 j = 1 ...
Page 296
The steps involved in various stages are described as under : Assign the system nodes at path - node N. which had associated path development probability greater than the threshold set called ' Primary Set Path - node N. Stage n ' . to ...
The steps involved in various stages are described as under : Assign the system nodes at path - node N. which had associated path development probability greater than the threshold set called ' Primary Set Path - node N. Stage n ' . to ...
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Contents
OFFSHORE OUTLOOK 1989 | 1 |
Trends in U S Offshore Oil and Gas Development | 11 |
OFFSHORE TECHNOLOGY NONDESTRUCTIVE TESTING | 19 |
Copyright | |
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addition allow analysis applied approach assumed calculated columns components concept configuration connection considered corrosion cost crack cutting deck detection direction distribution drilling dynamic effects element Engineering equations equipment estimated evaluation experiments failure fatigue field Figure flow force frequency function given important increase industry inspection installation International jacket limit load marine maximum mean measured method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability problem production range reduced relative reliability removal response riser safety Seamill shown shows steel stress structure surface surge Table techniques tension tether thickness transfer ultrasonic unit values water depth wave weight