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- W2065369895 abstract "Though structures designed according to codes do not generally fail, it is interesting to know their true probability of failure in view of the economic consequences.A simply supported uniformly loaded box beam is considered. Based on real statistical data derived from tests or adequate and realistic assumptions, the factored moment M f and the resisting moment M r are calculated using Monte Carlo simulation. In order to take into account some important phenomena for prefabricated beams, such as residual stresses, initial crookedness, and end conditions, the random variable α, which multiplies M r , and its variation coefficient V α are introduced. The α coefficient is defined as the tested capacity divided by the code predicted capacity. After interpolation, the variable Z = M r − M f is assigned a normal (Gaussian) frequency distribution. Then, the probability of failure is evaluated using a well tested mathematical technique." @default.
- W2065369895 created "2016-06-24" @default.
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- W2065369895 date "1981-03-01" @default.
- W2065369895 modified "2023-09-26" @default.
- W2065369895 title "Probability of failure of a box beam using simulation techniques" @default.
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- W2065369895 doi "https://doi.org/10.1139/l81-004" @default.
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