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 247
... Elevation from mudline ( m ) 40 90 900 30 20 20 10 90 80 Elevation from mudline ( m ) 50 8 8 8 8 8 10 20 30 40 60 882 8 € 70 0 0 Elevation from mudline ( m ) Elevation from mudline (. 25. Thompson , R.S.G. ( 1996 ) , " Development of non ...
... Elevation from mudline ( m ) 40 90 900 30 20 20 10 90 80 Elevation from mudline ( m ) 50 8 8 8 8 8 10 20 30 40 60 882 8 € 70 0 0 Elevation from mudline ( m ) Elevation from mudline (. 25. Thompson , R.S.G. ( 1996 ) , " Development of non ...
Page 248
Elevation from mudline ( m ) Elevation from mudline ( m ) Elevation from mydling ( m ) 50 40 30 20 10 60 50 40 30 220 10 90 80 70 60 50 40 30 20 10 0 Elevation from mudline ( m ) 30 20 10 50 0 Elevation from mudline ( m ) 60 50 40 0 20 ...
Elevation from mudline ( m ) Elevation from mudline ( m ) Elevation from mydling ( m ) 50 40 30 20 10 60 50 40 30 220 10 90 80 70 60 50 40 30 20 10 0 Elevation from mudline ( m ) 30 20 10 50 0 Elevation from mudline ( m ) 60 50 40 0 20 ...
Page 337
... elevation = 47.27 ft ) it varies from 2 % to 90 % for the same wave height interval . The influence of deck elevations when the structure is subjected to the action of high waves is also significant . For model A , the upper bound of ...
... elevation = 47.27 ft ) it varies from 2 % to 90 % for the same wave height interval . The influence of deck elevations when the structure is subjected to the action of high waves is also significant . For model A , the upper bound of ...
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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