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 117
... Deformation less of pipe reinforcing member Axial displacement retriction at both ends under ( negative pressure of 0.5kgk / cm2 ) Limit pressure for buckling 1.5 ) Bending test ( 1/10 scaled ) Deformation of pipe rein- forcing member ...
... Deformation less of pipe reinforcing member Axial displacement retriction at both ends under ( negative pressure of 0.5kgk / cm2 ) Limit pressure for buckling 1.5 ) Bending test ( 1/10 scaled ) Deformation of pipe rein- forcing member ...
Page 195
... deformation of soil Eso initial modulus of deformation of soil shearing modulus of deformation of soil initial shearing modulus of deformation of soil G so K Ko K1 Kp M N ΣΕΡ Pu q lateral stiffness of the pile - soil system lateral ...
... deformation of soil Eso initial modulus of deformation of soil shearing modulus of deformation of soil initial shearing modulus of deformation of soil G so K Ko K1 Kp M N ΣΕΡ Pu q lateral stiffness of the pile - soil system lateral ...
Page 542
... DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS TYPE OF TEST Deformation DEFORMATIONS predicted measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ...
... DEFORMATIONS UNDER PRESSURE AND TENSION , WITH LOCKED ENDS TYPE OF TEST Deformation DEFORMATIONS predicted measured TYPE OF TEST Deformation DEFORMATIONS predicted measured ST2 FREE ENDS - ST2 LOCKED ENDS PRESSURE = 210 BAR elongation ...
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