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 154
However it should be noted that £ represents only the structural damping, the damping effect due to the drag force ... wave surface and the structural response, it is difficult to define exactly the excitation/structure frequency ratio.
However it should be noted that £ represents only the structural damping, the damping effect due to the drag force ... wave surface and the structural response, it is difficult to define exactly the excitation/structure frequency ratio.
Page 200
Basically these structures are compliant structure with longer natural period compared with waves , and free from with waves . 57.5 R35 resonance 265 Fig.3 Model and built in thruster FORMULATION OF CONTROL Compliant structures were ...
Basically these structures are compliant structure with longer natural period compared with waves , and free from with waves . 57.5 R35 resonance 265 Fig.3 Model and built in thruster FORMULATION OF CONTROL Compliant structures were ...
Page 569
The dotted lines represent the response values for the rigidly supported base condition and the solid lines indicate the response values for the soil - structure interaction condition . It is observed that the bending moment responses ...
The dotted lines represent the response values for the rigidly supported base condition and the solid lines indicate the response values for the soil - structure interaction condition . It is observed that the bending moment responses ...
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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 | |
57 other sections not shown
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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 Mechanics method mooring motion natural obtained offshore operation parameters performed period pipe pipeline planning platform position possible present pressure probability 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
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 8, Part 1 |
| Contributor | American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division |
| Publisher | American Society of Mechanical Engineers, 1989 |
| Export Citation | BiBTeX EndNote RefMan |