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 40
... shows the maximum collision forces predicted by the analytic method for typical offshore barge scantlings . The differences between Figures 3 and 7 show the dependency of the force levels on the stiffness of the hull of the striking ...
... shows the maximum collision forces predicted by the analytic method for typical offshore barge scantlings . The differences between Figures 3 and 7 show the dependency of the force levels on the stiffness of the hull of the striking ...
Page 246
... shows a quasi - periodic behavior in which the system tries to achieve a stable limit cycle but inappropriate mooring line deployment does not allow it . This results in alternating taut / slack mooring lines as shown for the value of ...
... shows a quasi - periodic behavior in which the system tries to achieve a stable limit cycle but inappropriate mooring line deployment does not allow it . This results in alternating taut / slack mooring lines as shown for the value of ...
Page 247
... 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 = 5 ° . The ( yp / B = 0 , N = 5 ° ) set is also shown in Figure 20. It can be ...
... 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 = 5 ° . The ( yp / B = 0 , N = 5 ° ) set is also shown in Figure 20. It can be ...
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