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
... measured . The bow translations were measured using an optical tracking system , the roll and pitch motions were determined using a gyroscope , the yaw motion was measured by means of a polarization filter . The chain tensions were measured ...
... measured . The bow translations were measured using an optical tracking system , the roll and pitch motions were determined using a gyroscope , the yaw motion was measured by means of a polarization filter . The chain tensions were measured ...
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 |
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