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 235
Structural system reliability analysis of an ssc , one of novel ships , is carried out by using the developed system in which probabilistic plastic collapse analysis and failure mode analysis are combined . Reliability of a stiffened ...
Structural system reliability analysis of an ssc , one of novel ships , is carried out by using the developed system in which probabilistic plastic collapse analysis and failure mode analysis are combined . Reliability of a stiffened ...
Page 325
on to The results from the elasto - plastic analysis were evaluated manually check for local mechanisms , buckling failures etc. and the original elastic model modified to account for any permanent changes to the structure e.g. member ...
on to The results from the elasto - plastic analysis were evaluated manually check for local mechanisms , buckling failures etc. and the original elastic model modified to account for any permanent changes to the structure e.g. member ...
Page 326
time dependent approach to system reliability . strategy for such analysis has been proposed where the time - dependent stochastic process of structural degradation due to fire is approximated by a sequence of time - independent steps .
time dependent approach to system reliability . strategy for such analysis has been proposed where the time - dependent stochastic process of structural degradation due to fire is approximated by a sequence of time - independent steps .
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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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Common terms and phrases
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