Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
From inside the book
Results 1-3 of 59
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 | |
37 other sections not shown
Other editions - View all
Common terms and phrases
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