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 306
... Drift Forces , " ASME Journal of Offshore Mechanics and Arctic Engineering , Vol . 113 , pp . 148–155 . [ 2 ] Kareem , A. , Zhao , J. and Tognarelli , M. A. 1995 , " Surge Response Statistics of Tension Leg Platforms Under Wind and Wave ...
... Drift Forces , " ASME Journal of Offshore Mechanics and Arctic Engineering , Vol . 113 , pp . 148–155 . [ 2 ] Kareem , A. , Zhao , J. and Tognarelli , M. A. 1995 , " Surge Response Statistics of Tension Leg Platforms Under Wind and Wave ...
Page 395
... force . It follows that the condition of all elements in the same direction ... drift forces are second order difference frequency forces , and the spectrum ... drift motion . Similar conclusions were found for the second moment , and ...
... force . It follows that the condition of all elements in the same direction ... drift forces are second order difference frequency forces , and the spectrum ... drift motion . Similar conclusions were found for the second moment , and ...
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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