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 131
... Method of Load Generation Based on the foregoing discussion of Hydrodynamic Loadings of TLPs , it seems prudent to generate loads for structural analysis and mooring system design ... METHOD + CONVENTIONAL METHOD ◇ MODEL TEST PROPOSED 131.
... Method of Load Generation Based on the foregoing discussion of Hydrodynamic Loadings of TLPs , it seems prudent to generate loads for structural analysis and mooring system design ... METHOD + CONVENTIONAL METHOD ◇ MODEL TEST PROPOSED 131.
Page 132
... METHOD + CONVENTIONAL METHOD ◇ MODEL TEST PROPOSED METHOD - HEAVE + CONVENTIONAL METHOD HEAVE ◇ PROPOSED METHOD - PITCH A CONVENTIONAL METHOD PITCH 16 20 24 WAVE PERIOD ( Sec ) Fig . 2 Surge motion RAO 0000 10 14 PROPOSED METHOD + ...
... METHOD + CONVENTIONAL METHOD ◇ MODEL TEST PROPOSED METHOD - HEAVE + CONVENTIONAL METHOD HEAVE ◇ PROPOSED METHOD - PITCH A CONVENTIONAL METHOD PITCH 16 20 24 WAVE PERIOD ( Sec ) Fig . 2 Surge motion RAO 0000 10 14 PROPOSED METHOD + ...
Page 365
... method , the finite difference method and the spectral method . [ 19 ] solves the structurally linearized riser equations in the time domain using a centered finite difference scheme and Newmark's method for time integration . His ...
... method , the finite difference method and the spectral method . [ 19 ] solves the structurally linearized riser equations in the time domain using a centered finite difference scheme and Newmark's method for time integration . His ...
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