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 172
... computed using mesh configuration 1 and those computed using configurations 2 and 3. Clearly , configuration 1 utilizes an insufficiently fine panel discretization of the TLP structure , while the differences between mesh configurations ...
... computed using mesh configuration 1 and those computed using configurations 2 and 3. Clearly , configuration 1 utilizes an insufficiently fine panel discretization of the TLP structure , while the differences between mesh configurations ...
Page 428
... computed stresses for each of the fitting designs . The use of elastic modeling proved adequate to indicate re- gions of stress concentration and predict magnitudes of stress components that correlated well with observed failure mech ...
... computed stresses for each of the fitting designs . The use of elastic modeling proved adequate to indicate re- gions of stress concentration and predict magnitudes of stress components that correlated well with observed failure mech ...
Page 429
... computed within the composite in- teriors is on the order of 30 ksi , per 1000 lb of loading applied to the SM . In reality , generation of such extremely high shear stresses within the terminations will be limited by the flow stress of ...
... computed within the composite in- teriors is on the order of 30 ksi , per 1000 lb of loading applied to the SM . In reality , generation of such extremely high shear stresses within the terminations will be limited by the flow stress of ...
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