Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15, Part 2American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 232
... failure probability implied in NPD requirement , load case 1 If a less restrictive target annual failure probability is considered as 104 , the environmental load coefficient corresponding to P / Pw.0 = 1 is then calibrated as YE while ...
... failure probability implied in NPD requirement , load case 1 If a less restrictive target annual failure probability is considered as 104 , the environmental load coefficient corresponding to P / Pw.0 = 1 is then calibrated as YE while ...
Page 242
... Failure probability : 0.9041 × 10-1 Central safety factor : 1.257 Ultimate collapse mode Failure path : 205 138137206181 → 127 Failure probability : 0.1933 x 10-1 ( B = 2.068 ) Central safety factor : 1.518 Fig . 8 Dominant collapse ...
... Failure probability : 0.9041 × 10-1 Central safety factor : 1.257 Ultimate collapse mode Failure path : 205 138137206181 → 127 Failure probability : 0.1933 x 10-1 ( B = 2.068 ) Central safety factor : 1.518 Fig . 8 Dominant collapse ...
Page 366
... probability of TR / EER impairment due to structural failure can be determined using the structural reliability methods given in section 4.4 . The probability of failure due to heat flux and thermal radiation effects can also be ...
... probability of TR / EER impairment due to structural failure can be determined using the structural reliability methods given in section 4.4 . The probability of failure due to heat flux and thermal radiation effects can also be ...
Contents
PROBABILISTIC MODELLING OF THE ENVIRONMENT AND RESPONSE | 1 |
A Nonlinear Model | 29 |
Spectral Bandwidth | 59 |
Copyright | |
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Common terms and phrases
Adriatic Sea airgap applied approach assessment assumed calculated capacity coefficient collapse components considered Cook Inlet corrosion crack criteria damage deck defined Det Norske Veritas deterministic developed Dogliani effects Engineering environmental equation escalation estimated evacuation evaluated event explosion extreme value extreme value distribution failure modes failure probability fatigue Figure frequency function Guedes Soares hazard hindcast Hoop Stress hull ignition initial inspection jack-up joint limit linear load mean value measured method mooring nonlinear North Sea offshore structures operation optimisation parameters passive fire protection plate platform predictions pressure probabilistic probability density function probability distribution probability of failure procedure random variables reliability analysis reliability index response riser risk Safety and Reliability safety factors scenarios section modulus ship significant wave height simulation SORM statistical stochastic strength structural reliability Table temperature towing uncertainties vector Weibull distribution wind