Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 56
... modules subjected to an incident wave . The ambient waves incident upon a particular floating module will be diffracted from this module . These waves will then be re - reflected from the other modules in the array . The multiple ...
... modules subjected to an incident wave . The ambient waves incident upon a particular floating module will be diffracted from this module . These waves will then be re - reflected from the other modules in the array . The multiple ...
Page 59
... module i within a group only after the linear diffraction problem for that module is solved . The expressions for the coefficients become the integrals of the source strengths , σ on the module surface that is obtained from the above ...
... module i within a group only after the linear diffraction problem for that module is solved . The expressions for the coefficients become the integrals of the source strengths , σ on the module surface that is obtained from the above ...
Page 274
... module dimensions , which is the case herein . In the RMFC model , the MOB's motions are com- pletely characterized by the 6 displacement degrees - of - freedom of each module ( i.e. , the modules ' surge , sway , heave , roll , pitch ...
... module dimensions , which is the case herein . In the RMFC model , the MOB's motions are com- pletely characterized by the 6 displacement degrees - of - freedom of each module ( i.e. , the modules ' surge , sway , heave , roll , pitch ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave