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 55
... analysis published by the author . The analysis includes the multiple structure interaction and scattering in waves . The direct method of linear diffraction / radiation , while quite accurate and efficient in solving hydrodynamic ...
... analysis published by the author . The analysis includes the multiple structure interaction and scattering in waves . The direct method of linear diffraction / radiation , while quite accurate and efficient in solving hydrodynamic ...
Page 266
... analysis was used , which is a cross- correlation analysis method . The average number used in the first order analysis is 9. But in QTF analysis , because 0.6 1 1.6 2 26 frequencytred / 1 ) Fig.2 Spectrum density 16 of the method used ...
... analysis was used , which is a cross- correlation analysis method . The average number used in the first order analysis is 9. But in QTF analysis , because 0.6 1 1.6 2 26 frequencytred / 1 ) Fig.2 Spectrum density 16 of the method used ...
Page 395
... analysis , see ref . 3 for a discussion of tripod dynamics . Stress concentration factors and local joint flexibility for the upper and lower brace connections to the suction pile were determined from linear FE analyses of the suction ...
... analysis , see ref . 3 for a discussion of tripod dynamics . Stress concentration factors and local joint flexibility for the upper and lower brace connections to the suction pile were determined from linear FE analyses of the suction ...
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