## 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 308

It is confirmed from this figure that the Fourier component of the top peak frequency is dominant in the

It is confirmed from this figure that the Fourier component of the top peak frequency is dominant in the

**vertical**displacement . .Figure 11. shows estimated lift coefficients Cl obtained from Eq . ( 24 ) with respect to the ratio of the ...Page 394

Considering linear and angular displacements in the horizontal and

Considering linear and angular displacements in the horizontal and

**vertical**directions , the equilibrium of forces and moment in the riser element can be obtained as shown d ?? + m x = f xs XS Fyo + F y F xo + F x1 P do where ...Page 401

Kubota , H.Y. , Behavior of

Kubota , H.Y. , Behavior of

**Vertical**Production Riser , M.Sc. Thesis , State Univ . of Campinas , Campinas , Brazil , 2003 . 6. Morooka , C.K .; Kubota , H. Y .; Nishimoto , K. , Ferrari Jr. , J.A .; Ribeiro , E.J.B. , Dynamic Behavior ...### What people are saying - Write a review

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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