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 240
... linear diffraction theory . To incorporate the added mass and damping into the equations of motion , the components in the x , y , z , , and e coordinate directions must be established . In terms of Hik ( w ) , and vik ( w ) , these ...
... linear diffraction theory . To incorporate the added mass and damping into the equations of motion , the components in the x , y , z , , and e coordinate directions must be established . In terms of Hik ( w ) , and vik ( w ) , these ...
Page 365
... linear model is employed . Solution methods for formulating and solving the above general non - linear problem can be classified into three major categories ; the finite element method , the finite difference method and the spectral ...
... linear model is employed . Solution methods for formulating and solving the above general non - linear problem can be classified into three major categories ; the finite element method , the finite difference method and the spectral ...
Page 482
... linear 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 ...
... linear 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 ...
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