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 203
... constant time coordinate t / To a2 / c , Xi N ε time constant displacement vector Cartesian coordinates vertical coordinate z / a 2p / ɛ , auxiliary elastic constant ( 1-2n ) / ( 1 - n ) , auxiliary elastic constant Poisson's ratio Lame ...
... constant time coordinate t / To a2 / c , Xi N ε time constant displacement vector Cartesian coordinates vertical coordinate z / a 2p / ɛ , auxiliary elastic constant ( 1-2n ) / ( 1 - n ) , auxiliary elastic constant Poisson's ratio Lame ...
Page 292
... constant , and the sway - type mode period was changed . The maximum dynamic base shear was calculated for each step . Two curves are illustrated , one for a constant bow - shaped mode period of 6.25 sec . , the other for a constant ...
... constant , and the sway - type mode period was changed . The maximum dynamic base shear was calculated for each step . Two curves are illustrated , one for a constant bow - shaped mode period of 6.25 sec . , the other for a constant ...
Page 522
... constant extension or with constant energy input during successive cycles . The authors know of no available comparative data for constant cyclic energy or constant cyclic energy tests conducted on large ropes in wet condition . Because ...
... constant extension or with constant energy input during successive cycles . The authors know of no available comparative data for constant cyclic energy or constant cyclic energy tests conducted on large ropes in wet condition . Because ...
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