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 235
... brace to caisson joint above the mudline , and the brace to caisson angle ( 31 degrees ) . Previous work has shown that the region around the brace to caisson joint is often a critical location for these structures on the NWS ( Tuty et ...
... brace to caisson joint above the mudline , and the brace to caisson angle ( 31 degrees ) . Previous work has shown that the region around the brace to caisson joint is often a critical location for these structures on the NWS ( Tuty et ...
Page 239
... bracing . Therefore , localised fatigue failure of one brace to caisson joint would be very unlikely to result in total platform collapse . To determine the true consequence of brace severance , a missing member ultimate load analysis ...
... bracing . Therefore , localised fatigue failure of one brace to caisson joint would be very unlikely to result in total platform collapse . To determine the true consequence of brace severance , a missing member ultimate load analysis ...
Page 364
... brace 1 Horizontal brace 2 0.610 , 19 2.60 0.508 , 12 1.16 Horizontal brace 3 0.610 , 12 1.68 Horizontal brace 4 0.660 , 19 3.06 Diagonal brace 1 0.610 , 45 5.60 Diagonal brace 2 0.762 , 16 3.49 Diagonal brace 3 0.610 , 12 1.68 where ...
... brace 1 Horizontal brace 2 0.610 , 19 2.60 0.508 , 12 1.16 Horizontal brace 3 0.610 , 12 1.68 Horizontal brace 4 0.660 , 19 3.06 Diagonal brace 1 0.610 , 45 5.60 Diagonal brace 2 0.762 , 16 3.49 Diagonal brace 3 0.610 , 12 1.68 where ...
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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