## Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |

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Page 4

Figure 1 Schematic of the three cylinder model . Units 1.72 1.10 ml 1.30 [ m ] 0.4 [

m Table 1 Model dimensions and properties . Model dimensions and properties

Length of endplates Width of endplates Length of

Figure 1 Schematic of the three cylinder model . Units 1.72 1.10 ml 1.30 [ m ] 0.4 [

m Table 1 Model dimensions and properties . Model dimensions and properties

Length of endplates Width of endplates Length of

**pipe**between plates Vertical ...Page 140

The maximum along - wire slip is approximately proportional to the flexible

curvature . Maximum along - wire slip can be determined from Equation 4 for

given curvature and mean armor diameter . The value of Equation 4 is

reasonably ...

The maximum along - wire slip is approximately proportional to the flexible

**pipe**curvature . Maximum along - wire slip can be determined from Equation 4 for

given curvature and mean armor diameter . The value of Equation 4 is

reasonably ...

Page 141

Therefore , the bending compression test arises as a very good tool to aid the

design and the purchase of flexible

O G , ATATEKIN , I S , “ Intemal Friction due to Wire Twist in Bent Cable " , Journal

...

Therefore , the bending compression test arises as a very good tool to aid the

design and the purchase of flexible

**pipes**. REFERENCES . ( 1 ) VINOGRADOV ,O G , ATATEKIN , I S , “ Intemal Friction due to Wire Twist in Bent Cable " , Journal

...

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amplitude analysis applied approach ASME barge caisson calculated coefficients compared comparison computational configuration considered Copyright corresponding coupled cylinder damage damping deck depth determined developed diameter direction displacement distribution domain draft drag dynamic effect element Engineering equation excitation experimental factor fatigue field Figure flow fluid force FPSO frequency function given heave height higher increase installation International jacket kips length limit linear load longitudinal lower maximum mean measured Mechanics method mode mooring motion nonlinear obtained Offshore operation parameters peak performed period pipe platform position predicted presented pressure probability problem production random range ratio relative represent respectively response riser roll shown shows simulation soil solution spudcan steel stiffness stress structure surface Table tension term transverse values vertical vessel vibration wave