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 172
... respectively 47.6 and 18.5 kNm2 whereas the measured stiffness are respectively 40.2 and 22.9 kNm2 . 4000 GAP FORMATION BETWEEN ARMOURS Results The mechanical behaviour of the umbilical structure is now analysed . The algorithm was ...
... respectively 47.6 and 18.5 kNm2 whereas the measured stiffness are respectively 40.2 and 22.9 kNm2 . 4000 GAP FORMATION BETWEEN ARMOURS Results The mechanical behaviour of the umbilical structure is now analysed . The algorithm was ...
Page 636
... respectively , and to top of foundation : horizontal cross sections of foundation , exterior and interior , respectively : undrained shear strength of clay : atmospheric pressure as height of water , i.e. , 10m : depth from water ...
... respectively , and to top of foundation : horizontal cross sections of foundation , exterior and interior , respectively : undrained shear strength of clay : atmospheric pressure as height of water , i.e. , 10m : depth from water ...
Page 669
... respectively . Figure 8. Maximum bending moment ( Max . B.M. ). homogeneous soil for H / L - 1.0 ( D , -90.0 % ) , the deflection for the same lateral load decreases and the value approach to homogeneous soil for H / L - 1.0 . In the ...
... respectively . Figure 8. Maximum bending moment ( Max . B.M. ). homogeneous soil for H / L - 1.0 ( D , -90.0 % ) , the deflection for the same lateral load decreases and the value approach to homogeneous soil for H / L - 1.0 . In the ...
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