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 5
... measured in regular waves were analyzed in a similar way and are shown in Figure 4. While results are reasonable , Figure 4b indicates that measured forces are overpredicted over one range of frequencies and underpredicted over another ...
... measured in regular waves were analyzed in a similar way and are shown in Figure 4. While results are reasonable , Figure 4b indicates that measured forces are overpredicted over one range of frequencies and underpredicted over another ...
Page 214
move , were measured . The measured wind loads were incorporated in the numerical model . A comparison with the wind formulation according to OCIMF ( 1977 ) is given . TABLE 1. MAIN PARTICULARS AND STABILITY DATA OF TANKER EEEE ...
move , were measured . The measured wind loads were incorporated in the numerical model . A comparison with the wind formulation according to OCIMF ( 1977 ) is given . TABLE 1. MAIN PARTICULARS AND STABILITY DATA OF TANKER EEEE ...
Page 478
... measured section area and measured static yield stress . In addition , the high compression X joint capacities contrasted with the result for a nominally identical isolated joint tested with the pattern of brace compression and chord ...
... measured section area and measured static yield stress . In addition , the high compression X joint capacities contrasted with the result for a nominally identical isolated joint tested with the pattern of brace compression and chord ...
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