Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 80
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . OFFSHORE PLATFORM TEST RESULTS · EXPERIMENTAL An 1/14 scale model of an offshore ...
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . OFFSHORE PLATFORM TEST RESULTS · EXPERIMENTAL An 1/14 scale model of an offshore ...
Page 83
... Damage ( 1/3 Deep Cut ) 10 -0.2 3 4 5 6 POINT NUMBER Figure 13. The Diagonal Terms in Mass Ratio Matrix for the First Damage Case of 1/14 Scale Offshore Platform Experimental Model with Concrete Foundation ( The Model with Points 3,4,5 ...
... Damage ( 1/3 Deep Cut ) 10 -0.2 3 4 5 6 POINT NUMBER Figure 13. The Diagonal Terms in Mass Ratio Matrix for the First Damage Case of 1/14 Scale Offshore Platform Experimental Model with Concrete Foundation ( The Model with Points 3,4,5 ...
Page 84
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . · OFFSHORE PLATFORM TEST EXPERIMENTAL RESULTS concrete An 1/14 scale model of an ...
from the damage location has small change in flexibility if only a local damage , rather than global damage , occurs in the secondary stress member . · OFFSHORE PLATFORM TEST EXPERIMENTAL RESULTS concrete An 1/14 scale model of an ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis anchor applied bending calculations components Conference connected considerable considered construction cost curve damage depth determined direction displacement distribution drilling dynamic effect element energy Engineering equation equipment excitation fatigue field Figure fixed flexible floating flow forces frequency function geometry included increase inspection installation International joint length limit linear load lower mass matrix maximum mean measured Mechanics method mode model tests mooring mooring system motion obtained Offshore operating parameters performance period phase pile pipe pipeline platform position presented pressure production ratio response riser RPIT shear shown shows significant soil static stiffness strength stress structure surface Table technique Technology tension tool tower turbine vessel wave weight