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 14
... deck due to high waves can now be calculated using SRA : The towing route was partly inshore , including a part through narrow waters and partly offshore . It will be focused on loss of the deck structure as a consequence of the ...
... deck due to high waves can now be calculated using SRA : The towing route was partly inshore , including a part through narrow waters and partly offshore . It will be focused on loss of the deck structure as a consequence of the ...
Page 335
... deck elevation , Hc . The upper and lower bounds of the probability of failure can be written as follows , P } = 50 ° Pl SHSH ( h ) dh P = PHH ( h ) dh ps ( 12 ) ( 13 ) where Py PS are the upper and lower SH bounds for the conditional ...
... deck elevation , Hc . The upper and lower bounds of the probability of failure can be written as follows , P } = 50 ° Pl SHSH ( h ) dh P = PHH ( h ) dh ps ( 12 ) ( 13 ) where Py PS are the upper and lower SH bounds for the conditional ...
Page 337
... ( deck 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 ...
... ( deck 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 ...
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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