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
... value Q ult M - Mo PL QL = N exp ам ( 11 ) E 6.0 as far as under mu < 1 ; ml " > 1 ; m , > 1 and m ,, > 1 values in square brackets of the formula ( 8 ) decrease , but values exp { ... } and μ greatly increase . Thereby , values mult ...
... value Q ult M - Mo PL QL = N exp ам ( 11 ) E 6.0 as far as under mu < 1 ; ml " > 1 ; m , > 1 and m ,, > 1 values in square brackets of the formula ( 8 ) decrease , but values exp { ... } and μ greatly increase . Thereby , values mult ...
Page 131
... value . This implies that caution should be exercised when comparing failure probabilities determined from an economic analysis with notional values . Moan ( 1998 ) provides a detailed discussion . The values determined here may be ...
... value . This implies that caution should be exercised when comparing failure probabilities determined from an economic analysis with notional values . Moan ( 1998 ) provides a detailed discussion . The values determined here may be ...
Page 185
... VALUES 20th International Conference on Offshore Mechanics and Arctic Engineering June. OMAE - 2001 / S & R - 2128 A. Naess Department of Structural Engineering Norwegian University of Science and Technology NO - 7491 Trondheim , Norway ...
... VALUES 20th International Conference on Offshore Mechanics and Arctic Engineering June. OMAE - 2001 / S & R - 2128 A. Naess Department of Structural Engineering Norwegian University of Science and Technology NO - 7491 Trondheim , Norway ...
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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