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 156
... amplitude from one foot to five feet . What can be seen from the results in Figure 9 is the effect of wind , mooring and external regular periodic wave amplitude on the size and character of the safe basin . Figure 9a is for no external ...
... amplitude from one foot to five feet . What can be seen from the results in Figure 9 is the effect of wind , mooring and external regular periodic wave amplitude on the size and character of the safe basin . Figure 9a is for no external ...
Page 257
... amplitude motions , as shown in Figure 6. Although the motion amplitudes and therefore hawser tension are large ... amplitude . For Wd / D = 1.5 , the system remains stable in full - load condition as shown in Figure 7. However , in this ...
... amplitude motions , as shown in Figure 6. Although the motion amplitudes and therefore hawser tension are large ... amplitude . For Wd / D = 1.5 , the system remains stable in full - load condition as shown in Figure 7. However , in this ...
Page 345
... amplitude cracking in several platforms have been good . Even though the observed vibrations at Statfjord A and Heimdal indicate vibration amplitudes significantly higher than found using DIN 4133. Values of the maximum displacements of ...
... amplitude cracking in several platforms have been good . Even though the observed vibrations at Statfjord A and Heimdal indicate vibration amplitudes significantly higher than found using DIN 4133. Values of the maximum displacements 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