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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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire