## 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 182

... Enviroment Loading 4000 2000 d 0 0 ° 23 45 ° Figure 16 Longitudinal Jacket

Shear vs. Installation Environment Table 4 FOD Installation Load Cases 1.

... Enviroment Loading 4000 2000 d 0 0 ° 23 45 ° Figure 16 Longitudinal Jacket

Shear vs. Installation Environment Table 4 FOD Installation Load Cases 1.

**maximum**base shear in X direction 2.**maximum**base shear in Y direction 3.**maximum**...Page 486

In Figure 6 , the trends of the mean and

which gave the extreme tensions ) are shown along with the measured

roll and pitch . The values are obtained from the plots provided by TNC for ...

In Figure 6 , the trends of the mean and

**maximum**anchor loads on upper line D (which gave the extreme tensions ) are shown along with the measured

**maximum**roll and pitch . The values are obtained from the plots provided by TNC for ...

Page 514

0.0100 0.0010 0.0001 0 50 200 250 100 150 Load Elevation ( kips ) Figure 12 :

Rayleigh Fit for the Measured

**Maximum**Line Load -Rayleigh U33 0.1000 Probability of exceedence P / a > A )0.0100 0.0010 0.0001 0 50 200 250 100 150 Load Elevation ( kips ) Figure 12 :

Rayleigh Fit for the Measured

**Maximum**Line Load for the Highest Loaded Line ...### 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