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 10
... method , instrumental variable method , maximum likelihood method ( Shinozuka et al . , 1982 ) and Ibrahim time domain technique ( Ibrahim et al . , 1982 ) . Yang et al . ( 1985 ) has presented SI technique for a discrete nonlinear ...
... method , instrumental variable method , maximum likelihood method ( Shinozuka et al . , 1982 ) and Ibrahim time domain technique ( Ibrahim et al . , 1982 ) . Yang et al . ( 1985 ) has presented SI technique for a discrete nonlinear ...
Page 55
... method with a semi - closed analytical method of multiple scattering developed for an array composed of vertical cylindrical structures . The analysis is extended to an arbitrary geometry . Here , the diffraction coefficients for an ...
... method with a semi - closed analytical method of multiple scattering developed for an array composed of vertical cylindrical structures . The analysis is extended to an arbitrary geometry . Here , the diffraction coefficients for an ...
Page 257
... method Liu method Flexriser New method 0.5 ( a ) Normal Velocity Component along X2 [ m / s ] 0.6 0.4 0.2 70 -0.2 -0.4 -0.6 O -1.5 -0.8 0 10 20 30 50 60 70 90 100 0 10 Time [ s ] 0.8 0.6 0.4 0.2 -0.2 -0.4 -0.6 -0.8 0 1 - 0 10 20 30 40 2 ...
... method Liu method Flexriser New method 0.5 ( a ) Normal Velocity Component along X2 [ m / s ] 0.6 0.4 0.2 70 -0.2 -0.4 -0.6 O -1.5 -0.8 0 10 20 30 50 60 70 90 100 0 10 Time [ s ] 0.8 0.6 0.4 0.2 -0.2 -0.4 -0.6 -0.8 0 1 - 0 10 20 30 40 2 ...
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