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 234
... increases , as one should anticipated , but the tension in the most loaded line does not increase steadily : it first decreases as To increases and only afterwards , when To≈ F / 2 , the tension in the line begins to increase with the ...
... increases , as one should anticipated , but the tension in the most loaded line does not increase steadily : it first decreases as To increases and only afterwards , when To≈ F / 2 , the tension in the line begins to increase with the ...
Page 246
... increases , Regions R - I and R - III tend to increase at the expense of R - II . This is the opposite effect exhibited by increasing . Ур The effects of and y , on a 3 - SMS - 2 configuration are shown in Figures 16 and 17. Figure 16 ...
... increases , Regions R - I and R - III tend to increase at the expense of R - II . This is the opposite effect exhibited by increasing . Ур The effects of and y , on a 3 - SMS - 2 configuration are shown in Figures 16 and 17. Figure 16 ...
Page 318
... increase near the downstream end , as shown in Figure 11. This response is in contrast to the regular wave response ... increasing diameter and increases 318.
... increase near the downstream end , as shown in Figure 11. This response is in contrast to the regular wave response ... increasing diameter and increases 318.
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