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 99
... 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 linearized wa- ter - wave theory for cases of pratical interest [ 7 ...
... 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 linearized wa- ter - wave theory for cases of pratical interest [ 7 ...
Page 269
... theory is used to compute the wave kinematics . 2 . Several methods have been proposed to modify the Airy wave theory to consider surface fluctuations over the mean waterline . These methods vary between extrapolation and stretching ...
... theory is used to compute the wave kinematics . 2 . Several methods have been proposed to modify the Airy wave theory to consider surface fluctuations over the mean waterline . These methods vary between extrapolation and stretching ...
Page 482
... theory of Irvine and Caughey . Soon after , Irvine ( 1978 ) extended his linear theory to the more general case of an inclined slack cable . Ramberg and Bartholomew ( 1982 ) again obtained good agreement between their measured natural ...
... theory of Irvine and Caughey . Soon after , Irvine ( 1978 ) extended his linear theory to the more general case of an inclined slack cable . Ramberg and Bartholomew ( 1982 ) again obtained good agreement between their measured natural ...
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