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 184
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : F ( 40 ) = 1 – exp ( - ( 0 ) " ( 2.1 ) IZAVE SECTION IN Eq ( 2.1 ) is most probably of reasonable accuracy for a ...
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : F ( 40 ) = 1 – exp ( - ( 0 ) " ( 2.1 ) IZAVE SECTION IN Eq ( 2.1 ) is most probably of reasonable accuracy for a ...
Page 184
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : BAZAA ܐܠ F ( Ao ) = 1 – erp ( - ) ) ( 2.1 ) WAVE SECTION IN SECTION 1 Eq ( 2.1 ) is most probably of reasonable ...
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : BAZAA ܐܠ F ( Ao ) = 1 – erp ( - ) ) ( 2.1 ) WAVE SECTION IN SECTION 1 Eq ( 2.1 ) is most probably of reasonable ...
Page 281
The element reliability to be used in the optimization model until the first inspection is carried out may be calculated as bX ( T ) = 1 - PK ( T ) - ( 1 - bx ( T ) ) ( 26 ) It is now assumed that the element has been inspected at time ...
The element reliability to be used in the optimization model until the first inspection is carried out may be calculated as bX ( T ) = 1 - PK ( T ) - ( 1 - bx ( T ) ) ( 26 ) It is now assumed that the element has been inspected at time ...
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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