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 154
... effects are important is bounded by the deep - water breaking limit . The most successful predictions of platform ... effects on the larger members , modified Morison equation effects on the smaller members and mooring effects . The ...
... effects are important is bounded by the deep - water breaking limit . The most successful predictions of platform ... effects on the larger members , modified Morison equation effects on the smaller members and mooring effects . The ...
Page 246
... EFFECT OF MOORING LINE ARRANGEMENT ON SMS CATASTROPHE SETS The effects of mooring line arrangement on SMS around equilibrium A in terms of the design parameters u = ( lw , xp , Yp1 Y1 γ . E1 ) , are graphically illustrated in the ...
... EFFECT OF MOORING LINE ARRANGEMENT ON SMS CATASTROPHE SETS The effects of mooring line arrangement on SMS around equilibrium A in terms of the design parameters u = ( lw , xp , Yp1 Y1 γ . E1 ) , are graphically illustrated in the ...
Page 247
... effects of and yp on a 3 - SMS - 1 are shown in Figures 20 and 21. Figure 20 shows the effect of N for yp = 0 . This is the same effect observed in Figure 18 as the pretension increases . Figure 21 shows the effect of with fixed Ур 2 ...
... effects of and yp on a 3 - SMS - 1 are shown in Figures 20 and 21. Figure 20 shows the effect of N for yp = 0 . This is the same effect observed in Figure 18 as the pretension increases . Figure 21 shows the effect of with fixed Ур 2 ...
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