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 179
... drift force ' on the other hand , which also re- quires only the first order potential for its evaluation , is less robust and , in the quite important period range from 9 to 13 seconds , up to a 40 % difference in results was observed ...
... drift force ' on the other hand , which also re- quires only the first order potential for its evaluation , is less robust and , in the quite important period range from 9 to 13 seconds , up to a 40 % difference in results was observed ...
Page 182
... drift due to waves . Furthermore , the slow drift dynamics due to wind is comparable in magnitude to the low frequency wave response . • There is , not surprisingly , some sensitivity of the dy- namic wind results to the choice of wind ...
... drift due to waves . Furthermore , the slow drift dynamics due to wind is comparable in magnitude to the low frequency wave response . • There is , not surprisingly , some sensitivity of the dy- namic wind results to the choice of wind ...
Page 367
... drifting and catastrophic collapse of floating structure . VLFS forms foundation of safety of human lives and properties stationed on the structure . Each structure which forms pontoon type VLFS is designed based on well established ...
... drifting and catastrophic collapse of floating structure . VLFS forms foundation of safety of human lives and properties stationed on the structure . Each structure which forms pontoon type VLFS is designed based on well established ...
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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