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 iii
... presented . They are followed by early production systems in the North Sea and the mooring system in the Sicily Channel . Compliant structures are discussed with design , analysis , tethers and tether materials of tension leg platforms ...
... presented . They are followed by early production systems in the North Sea and the mooring system in the Sicily Channel . Compliant structures are discussed with design , analysis , tethers and tether materials of tension leg platforms ...
Page 99
... presented below is based on classical linearized water - wave theory and is analogous to the one presented in [ 1 ] . Under the assumption of small compressibility effects , an ap- proximation which was found to be consistent with ...
... presented below is based on classical linearized water - wave theory and is analogous to the one presented in [ 1 ] . Under the assumption of small compressibility effects , an ap- proximation which was found to be consistent with ...
Page 257
... presented . Tower geometry and dynamic characteris- tics were optimized such that : platform periods fall outside the 5 to 20 second range , strength and stability against gravity , operational and environ- mental loads , P - delta ...
... presented . Tower geometry and dynamic characteris- tics were optimized such that : platform periods fall outside the 5 to 20 second range , strength and stability against gravity , operational and environ- mental loads , P - delta ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire