Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 66
Page 55
... geometry . Here , the diffraction coefficients for an isolated structure are obtained by the direct diffraction method , which are then used in a multiple scattering technique to account for the interaction of multiple structures ...
... geometry . Here , the diffraction coefficients for an isolated structure are obtained by the direct diffraction method , which are then used in a multiple scattering technique to account for the interaction of multiple structures ...
Page 313
... geometry G1 , while regions G2-1 and G2 - III pertain to geometry G2 in Figure 4. These regions are described as follows : Region I : The principal equilibrium of the system is stable ; all 30 eigenvalues have negative real parts . A ...
... geometry G1 , while regions G2-1 and G2 - III pertain to geometry G2 in Figure 4. These regions are described as follows : Region I : The principal equilibrium of the system is stable ; all 30 eigenvalues have negative real parts . A ...
Page 314
... Geometry G1 w2 Geometry G2 w2 ) ML 1 and 2 ML 3 and 4 ML 1 and 2 ML 3 and 4 h1 426.884 433.297 MA 101.481 109.741 MB 424.597 426.444 416.327 79.222 412.895 440.113 123.218 433.106 The results obtained in Tables 3 and 4 indicate that the ...
... Geometry G1 w2 Geometry G2 w2 ) ML 1 and 2 ML 3 and 4 ML 1 and 2 ML 3 and 4 h1 426.884 433.297 MA 101.481 109.741 MB 424.597 426.444 416.327 79.222 412.895 440.113 123.218 433.106 The results obtained in Tables 3 and 4 indicate that the ...
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
65 other sections not shown
Other editions - View all
Common terms and phrases
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