Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 10, Part 2American Society of Mechanical Engineers, 1991 - Arctic regions |
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Page 54
The input to the reliability analysis consists of a limit state function , defined such that its value is positive in the safe set of the stochastic variables , negative in the failure set of the stochastic variables , and zero on the ...
The input to the reliability analysis consists of a limit state function , defined such that its value is positive in the safe set of the stochastic variables , negative in the failure set of the stochastic variables , and zero on the ...
Page 144
now denotes the state function formulated in the new standardized variables Q , R and X ( T ) , and of denotes the corresponding failure surface . With these conventions , a method will first be described to estimate the expectation ...
now denotes the state function formulated in the new standardized variables Q , R and X ( T ) , and of denotes the corresponding failure surface . With these conventions , a method will first be described to estimate the expectation ...
Page 270
Sensitivity 0.8 Inspection of figures 6 shows that the variables that contribute most to the reliability are the material yield strength and the two loading variables , the still - water and the wave induced moments .
Sensitivity 0.8 Inspection of figures 6 shows that the variables that contribute most to the reliability are the material yield strength and the two loading variables , the still - water and the wave induced moments .
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Contents
Occurrence of Extreme Waves With Respect to Significant Wave Height | 1 |
Spectral Modelling of Sea States With Multiple Wave Systems | 13 |
Statistical and Physical Models of Nonlinear Random Waves | 23 |
Copyright | |
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amplitude analysis applied approach approximation assumed bending calculated coefficient component computed condition considered correlation corresponding costs crack damage defects defined density depends described determined developed deviation direction distribution dominated effect element Engineering equation estimated evaluation event example expected expressed factors failure fatigue Figure force frequency function given important increase initial inspection integral joints length limit linear load maintenance material matrix maximum mean measured method normal observed obtained offshore structures parameters peak performed period plate platform possible presented probabilistic probability problem procedure random variables range reliability repair Report represented respectively response safety sample ship shown shows significant simulation spectra standard statistical stochastic storm strength stress structural surface Table tendon term tion uncertainty variables variation vector wave height yield