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 198
... curves and the deflection curve at ground level versus load can fit quite well to the tested curves as shown in Figs . 14,15 . = For piles under cyclic loading , either one - way or two - way cyclic , alc Esoc klcdp should be used ...
... curves and the deflection curve at ground level versus load can fit quite well to the tested curves as shown in Figs . 14,15 . = For piles under cyclic loading , either one - way or two - way cyclic , alc Esoc klcdp should be used ...
Page 214
... curve ( broken line ) at relatively low effec- tive pressures but will change to the theoret- ical e - log p curve of remoulded soll ( solid line ) at a higher range of effective pressure . It is possible that such breakage of bonds may ...
... curve ( broken line ) at relatively low effec- tive pressures but will change to the theoret- ical e - log p curve of remoulded soll ( solid line ) at a higher range of effective pressure . It is possible that such breakage of bonds may ...
Page 234
... curves were fit to the dynamic data . Figure 7a shows that the static moduli reduction curve falls below the dynamic curve . This is similar to other investigators findings ( 32,33 ) , in which empirical relations or low frequency ...
... curves were fit to the dynamic data . Figure 7a shows that the static moduli reduction curve falls below the dynamic curve . This is similar to other investigators findings ( 32,33 ) , in which empirical relations or low frequency ...
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