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 309
of the system is exactly a free - decay . The system parameters can be obtained by assuming a value for one of the parameters and identifying the others as relative system parameters . This is particularly useful if the absolute values ...
of the system is exactly a free - decay . The system parameters can be obtained by assuming a value for one of the parameters and identifying the others as relative system parameters . This is particularly useful if the absolute values ...
Page 721
... parameters of the straight line ( the intersection with the ordinate and the slope ) define the magni- tudes of the creep parameters . It was found that the shapes of the creep curves , and thus the creep parameters of frozen soil ...
... parameters of the straight line ( the intersection with the ordinate and the slope ) define the magni- tudes of the creep parameters . It was found that the shapes of the creep curves , and thus the creep parameters of frozen soil ...
Page 722
... Parameters 2 x . ( € ) 2 V = E - C Em λ M Em - C tm 21m 1 , t , Time C = V سات . K 1.0 Emm Em 0.5- O A. C = √ - X E X · = λ + v ( Ėm1 ) Em = 1 - √ 0.5 E đem V Primary Creep Model 1 1.5 Emt Em FIGURE 1. CREEP MODEL ( FISH , 1983 , 1987 ) ...
... Parameters 2 x . ( € ) 2 V = E - C Em λ M Em - C tm 21m 1 , t , Time C = V سات . K 1.0 Emm Em 0.5- O A. C = √ - X E X · = λ + v ( Ėm1 ) Em = 1 - √ 0.5 E đem V Primary Creep Model 1 1.5 Emt Em FIGURE 1. CREEP MODEL ( FISH , 1983 , 1987 ) ...
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 coefficient 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 probe problem production 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