Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 343
... spar hulls . Local force peaks can be caused by local relatively stiff details such as spar decks or ship bulkheads . The support structure design attempts to yield to an even longitudinal support reaction distributions but local force ...
... spar hulls . Local force peaks can be caused by local relatively stiff details such as spar decks or ship bulkheads . The support structure design attempts to yield to an even longitudinal support reaction distributions but local force ...
Page 377
... SPAR BUOY General The case study platform is a Spar buoy with a trusswork at the lower part . The diameter of the upper cylindrical part of the platform is 40m . An overview of the layout is shown in Figure 2 . The spacing between the ...
... SPAR BUOY General The case study platform is a Spar buoy with a trusswork at the lower part . The diameter of the upper cylindrical part of the platform is 40m . An overview of the layout is shown in Figure 2 . The spacing between the ...
Page 378
... Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned above , a TTR of 1.8 is applied in the present analysis . This is done in order to obtain more collisions for the case study purpose . A parametric ...
... Spar buoy to the seabed , giving a total length slightly above 1000m . As mentioned above , a TTR of 1.8 is applied in the present analysis . This is done in order to obtain more collisions for the case study purpose . A parametric ...
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Common terms and phrases
amplitude applied approach Arctic Engineering assessment Bay of Campeche calculated coefficient components Conference on Offshore considered corrosion cost crack growth criteria damage deck defect distribution dynamic effect element equation estimate evaluated evidential reasoning approach factor fatigue Figure FPSO frequency function fuzzy given Guedes Soares hydrostatic test inspection planning installation jack-up linear maintenance marine maximum Mechanics and Arctic method monopod nonlinear North West Shelf obtained Offshore Mechanics offshore structures operations optimal parameters peak pipe pipeline prediction probabilistic probability density probability density function probability of failure procedure random variables reliability analysis reliability index response return period Rio de Janeiro riser risk risk based inspection safety seismic ship significant wave height simulation spectral spectrum statistical steel storm stress structural reliability subsea surface Table temperature theory ultimate strength uncertainty valves velocity water depth Weibull distribution wind