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 185
The generalisations given abore are therefore carried out for long crested sea only . However , a possible reduction factor will be considered briefly . where \ hso ( f ; 0 ) | ? is the transfer function corresponding to long ( rested ...
The generalisations given abore are therefore carried out for long crested sea only . However , a possible reduction factor will be considered briefly . where \ hso ( f ; 0 ) | ? is the transfer function corresponding to long ( rested ...
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 590
Figure 8 shows the normalised response of such an array where the radii are given by Table 1 . This array configuration has been found to give good directional responses . It is not the best case , which has yet to ...
Figure 8 shows the normalised response of such an array where the radii are given by Table 1 . This array configuration has been found to give good directional responses . It is not the best case , which has yet 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