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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Results 1-3 of 77
Page 197
... shown in Fig.5 . It can readily be noticed that the lateral stiffness upgrades after cycling . After rearranging the hysteresis curves in Fig . 5 by drawing all curves starting from the same origin , the backbone curve and the ...
... shown in Fig.5 . It can readily be noticed that the lateral stiffness upgrades after cycling . After rearranging the hysteresis curves in Fig . 5 by drawing all curves starting from the same origin , the backbone curve and the ...
Page 329
... shown on Figure 7. Also shown on Figure 7 are the resonant column normalized shear modulus values obtained by LSU investigators , Pamucku et . al . [ 10 ] on samples from the Main Pass region . These tests , however , were all performed ...
... shown on Figure 7. Also shown on Figure 7 are the resonant column normalized shear modulus values obtained by LSU investigators , Pamucku et . al . [ 10 ] on samples from the Main Pass region . These tests , however , were all performed ...
Page 427
... 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 surging and heaving tests are almost same as those ...
... 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 surging and heaving tests are almost same as those ...
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