Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
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 Ep = 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 Ep = 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 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
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