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 181
... pile behavior . General remarks will be made later about analytical interpretation which is vital to the success of such experiments . PILE GROUPS A great deal of worry has been expressed about how groups of piles really perform . Some ...
... pile behavior . General remarks will be made later about analytical interpretation which is vital to the success of such experiments . PILE GROUPS A great deal of worry has been expressed about how groups of piles really perform . Some ...
Page 291
... pile length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods . The jacket - pile configurations may be visualized as a beam ...
... pile length . A 25 % change in pile length . A 25 % change in pile length resulted in a 22 % change in the first mode period . The longer the piles , the higher the periods . The jacket - pile configurations may be visualized as a beam ...
Page 321
... pile wall , drained water during consolidation process can easily be passed through . Evenmore , in account of shielding effect of spud - pile , phenomenon of liquefaction during earthquake can great- ly be improved . There are several ...
... pile wall , drained water during consolidation process can easily be passed through . Evenmore , in account of shielding effect of spud - pile , phenomenon of liquefaction during earthquake can great- ly be improved . There are several ...
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