Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 415
... pile diameter length of embedment of pile L m N number of rows in a group pile plan number of piles in a group n P number of columns in a group pile plan pile perimeter n ' on ( g ) Qu ( n ) net ultimate uplift capacity of a single pile ...
... pile diameter length of embedment of pile L m N number of rows in a group pile plan number of piles in a group n P number of columns in a group pile plan pile perimeter n ' on ( g ) Qu ( n ) net ultimate uplift capacity of a single pile ...
Page 472
... pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near the base of the tower ) . The parameters that appeared to influence the long sway mode periods significantly were base width , pile length ...
... pile length , pile area , deck payload , conductor mass , tower taper and flooded height ( near the base of the tower ) . The parameters that appeared to influence the long sway mode periods significantly were base width , pile length ...
Page 475
... Pile System ' 40 WELLS ; 12,500T Payld ; Pile length- 990 ' Number of piles = 16 CASE S3 40 WELLS ; 12,500T PER - STIFF TOTAL MAX . IODS sec NESS MASS APPLIED RATIO RATIO 30 1.00 1.00 MAX . MAX . DYNAMIC PILE MOMENT REACT'N ft - k [ kNm ] ...
... Pile System ' 40 WELLS ; 12,500T Payld ; Pile length- 990 ' Number of piles = 16 CASE S3 40 WELLS ; 12,500T PER - STIFF TOTAL MAX . IODS sec NESS MASS APPLIED RATIO RATIO 30 1.00 1.00 MAX . MAX . DYNAMIC PILE MOMENT REACT'N ft - k [ kNm ] ...
Contents
COMPLIANT STRUCTURES | 313 |
Identification of NonLinear Effects in Predicting the Motion Response of Mobile Platforms | 337 |
RISERSMOORINGSCABLES | 345 |
Copyright | |
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amplitude analysis array axial beam Beaufort Sea behaviour bending moment bow quartering brace buoy buoyancy cable calculated compliant towers configuration curvature curve damping deck deflection developed diesel displacement distribution drag coefficient drillship dynamic Engineering environmental equation fatigue flexible riser force function heave horizontal hydrodynamic in-plane installation interaction jacket length linear load combination marine riser matrix maximum measured method mode mooring system Non-dim nonlinear obtained offshore structures Oseberg parameters phase pipe platform predicted problem Prudhoe Bay pycnocline ratio Rayleigh distribution relative response riser system riser tensioner rotating rubber fender seastates shaft shown in Figure simulation soil solution static stiffness Stirling Stirling Engine storage barge strain submarine surface Table template tension tests tion tower trawl Trondheim truss underwater values vector velocity vertical vessel water depth wave height wave load wave period