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 51
... relative expenses E have a minimum with much more abruptly increasing left branch . This indicates higher practicability of certain increasing safety factor k than the optimal value Q ult M - Mo PL QL = N exp ам ( 11 ) E 6.0 as far as ...
... relative expenses E have a minimum with much more abruptly increasing left branch . This indicates higher practicability of certain increasing safety factor k than the optimal value Q ult M - Mo PL QL = N exp ам ( 11 ) E 6.0 as far as ...
Page 299
... relative fluid - structure velocity , up to cubic order . A Volterra series expansion with a finite Fourier series representation is used to approximate the response of the equivalent system . Exact solutions are developed to express ...
... relative fluid - structure velocity , up to cubic order . A Volterra series expansion with a finite Fourier series representation is used to approximate the response of the equivalent system . Exact solutions are developed to express ...
Page 395
... relative direction of elements is not available . Then , systematic scanning will indicate the ( relative ) directions that are governing . Studies made on a number or cases indicate that the relative direction between wind and current ...
... relative direction of elements is not available . Then , systematic scanning will indicate the ( relative ) directions that are governing . Studies made on a number or cases indicate that the relative direction between wind and current ...
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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