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 202
... RESPONSES Original Position Calculation The effect of the drag term nonlinearity on the response of the TLP is examined first with all the force calculations performed in the original position of the TLP . One set of TLP responses for ...
... RESPONSES Original Position Calculation The effect of the drag term nonlinearity on the response of the TLP is examined first with all the force calculations performed in the original position of the TLP . One set of TLP responses for ...
Page 210
... response spectra shown in Figure 5 are for different mooring tensions where the mass of the platform is 20000 tons , and that in Figure 6 are for different masses of the platform where the mooring tension is IMN . The mean square responses ...
... response spectra shown in Figure 5 are for different mooring tensions where the mass of the platform is 20000 tons , and that in Figure 6 are for different masses of the platform where the mooring tension is IMN . The mean square responses ...
Page 324
... response RMS transversal response Peak period for in - line response Peak period for transverse response 7.8s Mean drag coefficient 2.36m 2.09m 2.02m 2.09m 1.38m 1.08m 1.12m 1.07m 1.06m 0.78m 7.88 6.3s 7.8s 8.3s 5.1s 8.38 8.1s 8.3s 10.0 ...
... response RMS transversal response Peak period for in - line response Peak period for transverse response 7.8s Mean drag coefficient 2.36m 2.09m 2.02m 2.09m 1.38m 1.08m 1.12m 1.07m 1.06m 0.78m 7.88 6.3s 7.8s 8.3s 5.1s 8.38 8.1s 8.3s 10.0 ...
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