Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 329
... Figure 4. The shear modulus and the normalized shear modulus profile for the Main Pass region are shown on Figure 7. Also shown on Figure 7 are the resonant column normalized shear modulus values obtained by LSU investigators , Pamucku ...
... Figure 4. The shear modulus and the normalized shear modulus profile for the Main Pass region are shown on Figure 7. Also shown on Figure 7 are the resonant column normalized shear modulus values obtained by LSU investigators , Pamucku ...
Page 330
... shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by Bjerrum [ 4 ] so that they would be more applicable to slope stability analysis . The mudslide thicknesses as a function of wave ...
... shown on Figure 5. These remote vane measurements were adjusted according to proce- dures described by Bjerrum [ 4 ] so that they would be more applicable to slope stability analysis . The mudslide thicknesses as a function of wave ...
Page 427
... Fig . 15 , the added mass coefficient of heave is shown . The results of experiments show that the values of the added mass coefficients in a steady flow are smaller than those in still water , and the results obtained from combined ...
... Fig . 15 , the added mass coefficient of heave is shown . The results of experiments show that the values of the added mass coefficients in a steady flow are smaller than those in still water , and the results obtained from combined ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire