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
... tension in each line can be determined . If the RAO of the floating unit is known , the spectrum of the motion in the direction tangent to the line can be computed and the dynamic tension on the line can be estimated from the algebraic ...
... tension in each line can be determined . If the RAO of the floating unit is known , the spectrum of the motion in the direction tangent to the line can be computed and the dynamic tension on the line can be estimated from the algebraic ...
Page 235
... tension --Maximum tension FIG . ( 2 ) : TENSION IN THE MOST LOADED LINE AS A FUNCTION OF THE PRE - TENSION with the sea state and of the mooring lines with. Tension ( kN ) 6000 5500 5000 4500 4000 3500 3000 2500 2000 1500 1000 200 200 ...
... tension --Maximum tension FIG . ( 2 ) : TENSION IN THE MOST LOADED LINE AS A FUNCTION OF THE PRE - TENSION with the sea state and of the mooring lines with. Tension ( kN ) 6000 5500 5000 4500 4000 3500 3000 2500 2000 1500 1000 200 200 ...
Page 236
... tension A Steady + quasi - steady tension --Maximum tension FIG . ( 2 ) : TENSION IN THE MOST LOADED LINE AS A FUNCTION OF THE PRE - TENSION with the sea state and of the mooring lines with. Tension ( kN ) 6000 5500 5000 4500 4000 3500 ...
... tension A Steady + quasi - steady tension --Maximum tension FIG . ( 2 ) : TENSION IN THE MOST LOADED LINE AS A FUNCTION OF THE PRE - TENSION with the sea state and of the mooring lines with. Tension ( kN ) 6000 5500 5000 4500 4000 3500 ...
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