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 294
If , however , we are able to identify a series of nodes ( a failure path ) , the failure of which causes the structure to lose it's integrity , and if the probability of occurrence of this is also significant ( compared to the failure ...
If , however , we are able to identify a series of nodes ( a failure path ) , the failure of which causes the structure to lose it's integrity , and if the probability of occurrence of this is also significant ( compared to the failure ...
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 297
Components when eliminated from stiffness considerations were nonetheless retained for gathering wave loads . must Most Probable Paths When an inspection - maintenance plan is in effect as part of which nodes on the predominant failure ...
Components when eliminated from stiffness considerations were nonetheless retained for gathering wave loads . must Most Probable Paths When an inspection - maintenance plan is in effect as part of which nodes on the predominant failure ...
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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 | |
51 other sections not shown
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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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1 |
| 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 |