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 111
The analysis considered loads and stresses imposed on the tethers and investigated the possibility of ... It is noted that the second order motions used in these analyses are from previous computations and therefore different from those ...
The analysis considered loads and stresses imposed on the tethers and investigated the possibility of ... It is noted that the second order motions used in these analyses are from previous computations and therefore different from those ...
Page 495
no near Analyses were performed with the Riflex program with linear analysis with update of the stiffness matrix . Both and far configurations were considered . A low internal fluid specific gravity was used as this gave the worst ...
no near Analyses were performed with the Riflex program with linear analysis with update of the stiffness matrix . Both and far configurations were considered . A low internal fluid specific gravity was used as this gave the worst ...
Page 496
DRAG COEFFICIENT SELECTION NON - LINEAR ANALYSIS The selection of drag and inertia coefficients has been the subject of many technical papers whether they are being applied to risers , platforms or cables . The importance of selecting ...
DRAG COEFFICIENT SELECTION NON - LINEAR ANALYSIS The selection of drag and inertia coefficients has been the subject of many technical papers whether they are being applied to risers , platforms or cables . The importance of selecting ...
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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