Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Results 1-3 of 82
Page 5
... shown in Figure 4. While results are reasonable , Figure 4b indicates that measured forces are overpredicted over ... shown in Figures 6 and 7. Sample time series showing wave elevation , deck displacement , horizontal shear force and ...
... shown in Figure 4. While results are reasonable , Figure 4b indicates that measured forces are overpredicted over ... shown in Figures 6 and 7. Sample time series showing wave elevation , deck displacement , horizontal shear force and ...
Page 247
... shown by point G4 in the figure , in which equilibrium A lies in R- III for E1-0.03 and in R - IV for E1-0.04 . The effect of N on a 2 - SMS - 2 ( TPM ) configuration is shown in Figure 19 for yp / B = 0 . The figure shows that ...
... shown by point G4 in the figure , in which equilibrium A lies in R- III for E1-0.03 and in R - IV for E1-0.04 . The effect of N on a 2 - SMS - 2 ( TPM ) configuration is shown in Figure 19 for yp / B = 0 . The figure shows that ...
Page 318
... shown in Figure 10. The standard deviation of the bending stress is also shown in Figure 11. The riser has an excess buoyancy of 5 % . The 15s peak period of the swell was selected to be near the resonant period of 15.4s . The ragged ...
... shown in Figure 10. The standard deviation of the bending stress is also shown in Figure 11. The riser has an excess buoyancy of 5 % . The 15s peak period of the swell was selected to be near the resonant period of 15.4s . The ragged ...
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