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 206
When the reference configuration is changed , the equations of motion were also changed from the one linearized as to ... to inclined configuration . was as Then the configuration of the model was deformed from upright configuration to ...
When the reference configuration is changed , the equations of motion were also changed from the one linearized as to ... to inclined configuration . was as Then the configuration of the model was deformed from upright configuration to ...
Page 209
Initial indications are that the relatively simple configuration that uses long slender piles to achieve desirably long sway mode periods are technically feasible and economically attractive . An example of one such concept ...
Initial indications are that the relatively simple configuration that uses long slender piles to achieve desirably long sway mode periods are technically feasible and economically attractive . An example of one such concept ...
Page 213
1.1 1.0 MWL 0.9 TOTAL SHEAR The choice of a configuration is therefore not merely derived from period - parameter relationships ( such as base width - period relationships ) . Further consideration must be given to design envelopes and ...
1.1 1.0 MWL 0.9 TOTAL SHEAR The choice of a configuration is therefore not merely derived from period - parameter relationships ( such as base width - period relationships ) . Further consideration must be given to design envelopes and ...
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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