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 ... The range of good fit can typically be extended if a third parameter is introduced .
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : F ( 40 ) = 1 – exp ... The range of good fit can typically be extended if a third parameter is introduced .
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 ... The range of good fit can typically be extended if a third parameter is introduced .
It is assumed that the long term distribution of stress ranges are reasonably well modelled by the Weibull distribution : BAZAA ܐܠ F ( Ao ) = 1 ... The range of good fit can typically be extended if a third parameter is introduced .
Page 664
Tont Tont Tont Anchor Leg Hoge Tension Dynamic Range Anchor Log Hobo Tension Dynamic Range Buoy Surgo Dynamic Range 20 20 15 E Buoy Surgo Dynamic Range Buoy Surge Dynamic Range Buoy Surge Of i sot 25 25 10 Ft Ft Ft E Anchor Leg Hose ...
Tont Tont Tont Anchor Leg Hoge Tension Dynamic Range Anchor Log Hobo Tension Dynamic Range Buoy Surgo Dynamic Range 20 20 15 E Buoy Surgo Dynamic Range Buoy Surge Dynamic Range Buoy Surge Of i sot 25 25 10 Ft Ft Ft E Anchor Leg Hose ...
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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