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 27
... determined by simulations with the LIFSIM programme supplemented and supported by extensive physical model testing in the 3D offshore basin at Danish Hydraulic Institute , Hørsholm , Denmark . A novel procedure for determination of ...
... determined by simulations with the LIFSIM programme supplemented and supported by extensive physical model testing in the 3D offshore basin at Danish Hydraulic Institute , Hørsholm , Denmark . A novel procedure for determination of ...
Page 171
... determined , may be written as M K ( E ) on ( ri : E ) đã ( r1 ; ) d = V ( r ; ) -f ( r ) + 2π Σ ] 15 ) AS ; Q ( r ; ) = 4π Σf ( r ; ) G ( r ;; ) de ( 10 ) AS ; i = 1 , 2 , ... , N ( 4 ) where f ( r . ) denotes either fs ( r ; ) or fr ...
... determined , may be written as M K ( E ) on ( ri : E ) đã ( r1 ; ) d = V ( r ; ) -f ( r ) + 2π Σ ] 15 ) AS ; Q ( r ; ) = 4π Σf ( r ; ) G ( r ;; ) de ( 10 ) AS ; i = 1 , 2 , ... , N ( 4 ) where f ( r . ) denotes either fs ( r ; ) or fr ...
Page 419
... Determination of riser bending curvatures The riser bending curvature in the touch down area and at the crest and the trough of the lazy wave configuration was determined 2.74m HORIZONTAL FIELD OF VIEW 4.0m VERTICAL FIELD OF VIEW 4 Om ...
... Determination of riser bending curvatures The riser bending curvature in the touch down area and at the crest and the trough of the lazy wave configuration was determined 2.74m HORIZONTAL FIELD OF VIEW 4.0m VERTICAL FIELD OF VIEW 4 Om ...
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