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 425
... diameter , the prediction was made that termination efficiency will decrease with increas- ing SM diameter . The test results , and calculated stresses for the socket design considered , prompted the authors to recom- mended dimensions ...
... diameter , the prediction was made that termination efficiency will decrease with increas- ing SM diameter . The test results , and calculated stresses for the socket design considered , prompted the authors to recom- mended dimensions ...
Page 431
... diameter of the conical terminations , to D = 2d , had the expected result of reducing the failure load , to approximately 5600 lb. Surprisingly , our attempt to remove the cusp by machining a small radius , or blending region , be ...
... diameter of the conical terminations , to D = 2d , had the expected result of reducing the failure load , to approximately 5600 lb. Surprisingly , our attempt to remove the cusp by machining a small radius , or blending region , be ...
Page 432
... Diameter From our matrix of data ( Table 3 ) , we find that termina- tions which generate n > 90 % and are of minimum diameter utilize the design parameters 6d R≤7d and L = 2.5d . From the geometry we easily find that the minimum diameter ...
... Diameter From our matrix of data ( Table 3 ) , we find that termina- tions which generate n > 90 % and are of minimum diameter utilize the design parameters 6d R≤7d and L = 2.5d . From the geometry we easily find that the minimum diameter ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed