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 102
... compared with complete analysis results . Fig . 12 presents computed time history , in regular waves with 3.0 m height , for waves with 7.0 seconds period , comparing complete with first simplified model . The results presented in Fig ...
... compared with complete analysis results . Fig . 12 presents computed time history , in regular waves with 3.0 m height , for waves with 7.0 seconds period , comparing complete with first simplified model . The results presented in Fig ...
Page 363
... compared with the analytical model developed by Huang et al ( 1972 ) . The experimental results compared well with the analytical model except at the very low and high frequencies . The inline riser displacements were compared to ...
... compared with the analytical model developed by Huang et al ( 1972 ) . The experimental results compared well with the analytical model except at the very low and high frequencies . The inline riser displacements were compared to ...
Page 453
... compared with 55 and 38 for the 15 and 20 cases respectively . Although the load shortening curve corresponding to the stiffener slenderness of 10 indicates a tripping failure , the lateral displacement response of the stiffener did not ...
... compared with 55 and 38 for the 15 and 20 cases respectively . Although the load shortening curve corresponding to the stiffener slenderness of 10 indicates a tripping failure , the lateral displacement response of the stiffener did not ...
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