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 |
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