Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 244
Denoting the SMS geometry of Figure 4 as G2 and that of Figure 5 as G3 , we observe that in both cases a trajectory originating near unstable equilibrium A converges to a stable equilibrium B. Geometry G3 , however , achieves stable ...
Denoting the SMS geometry of Figure 4 as G2 and that of Figure 5 as G3 , we observe that in both cases a trajectory originating near unstable equilibrium A converges to a stable equilibrium B. Geometry G3 , however , achieves stable ...
Page 249
... Geometry of Spread Mooring System BARGE W. SKFCS SMS - 1 ( 2 LINES ) C1 10 / 1.0 5. 0 / 1-0 45. vp / B - 0 0. E1-0 017 Figure 2 : Drift Angle , Barge with Skegs SPM : Geometry G1 , lw / L = 0.5 , xp / L = 0.45 , yp / B = 0 , Uc = 2 ...
... Geometry of Spread Mooring System BARGE W. SKFCS SMS - 1 ( 2 LINES ) C1 10 / 1.0 5. 0 / 1-0 45. vp / B - 0 0. E1-0 017 Figure 2 : Drift Angle , Barge with Skegs SPM : Geometry G1 , lw / L = 0.5 , xp / L = 0.45 , yp / B = 0 , Uc = 2 ...
Page 250
... Geometry G4 , lw / L = 1 , xp / L = 0.5 , Ep = 0.03 , Uc = 2 knots 15 TANKER W / O PROPELLER SMS - 2 ( 31 INES ) GS 10 / 1-1.0 xp / 1-0.5 . vp / B - 0 0. OMEGA - 15 deg . ( 70-3 ) 10 -- 10 15 20 25 TIME ( U1 / L ) ( E + 01 ) Figure 9 ...
... Geometry G4 , lw / L = 1 , xp / L = 0.5 , Ep = 0.03 , Uc = 2 knots 15 TANKER W / O PROPELLER SMS - 2 ( 31 INES ) GS 10 / 1-1.0 xp / 1-0.5 . vp / B - 0 0. OMEGA - 15 deg . ( 70-3 ) 10 -- 10 15 20 25 TIME ( U1 / L ) ( E + 01 ) Figure 9 ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed