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- W2065709074 abstract "A probabilistic model is developed to estimate immediate, creep, and shrinkage deflections. Monte Carlo simulation is used to estimate deflections and probabilities of serviceability failure (lifetime and for each 8 yr tenancy) for reinforced concrete beams sized according to the span-to-depth ratio serviceability requirements of Australian, British, and American Concrete Structures Codes. Serviceability failure is defined to occur when a deflection exceeds an allowable deflection limit as a result of flexure. It was found that the span-to-depth ratio serviceability requirements of these codes produce significantly different serviceability reliabilities. This is probably a consequence of the fact that the serviceability specifications of these codes have not been subjected to code calibration. A code-calibration exercise considering load factors, loading combinations, and/or allowable deflection limits may minimize these variations in serviceability reliabilities." @default.
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- W2065709074 date "1996-07-01" @default.
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- W2065709074 title "Serviceability Reliability Analysis of Reinforced Concrete Structures" @default.
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- W2065709074 doi "https://doi.org/10.1061/(asce)0733-9445(1996)122:7(794)" @default.
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