Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2American Society of Mechanical Engineers, 2001 - Arctic regions |
From inside the book
Results 1-3 of 86
Page 76
... estimate of C , is too low , the design would be conservative and the DLE design check can be easily met ( i.e. , trading schedule for economy ) . For fixed steel structures , the expected value of C , can be estimated from the general ...
... estimate of C , is too low , the design would be conservative and the DLE design check can be easily met ( i.e. , trading schedule for economy ) . For fixed steel structures , the expected value of C , can be estimated from the general ...
Page 185
... ESTIMATES OF LONG RETURN PERIOD DESIGN VALUES 20th International Conference on Offshore Mechanics and Arctic Engineering ... estimated in order to be able to make predictions concerning e.g. long return period extreme values relevant for ...
... ESTIMATES OF LONG RETURN PERIOD DESIGN VALUES 20th International Conference on Offshore Mechanics and Arctic Engineering ... estimated in order to be able to make predictions concerning e.g. long return period extreme values relevant for ...
Page 211
... estimated to be 1.17 and in the usual design range the COV is estimated to be 5 % [ 11 ] . The guaranteed hydrostatic collapse pressure may be estimated by : Phc = 10.5pm [ P , ( 1−0.5 P1 / Pm ) if py ≥Pm , if p , < Pm ( 3 ) where Pm ...
... estimated to be 1.17 and in the usual design range the COV is estimated to be 5 % [ 11 ] . The guaranteed hydrostatic collapse pressure may be estimated by : Phc = 10.5pm [ P , ( 1−0.5 P1 / Pm ) if py ≥Pm , if p , < Pm ( 3 ) where Pm ...
Other editions - View all
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