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- W1964020908 abstract "Structures require ductility to withstand severe earthquake-induced loads and remain standing. A new method for modelling seismic displacement ductility is proposed here, in which a fuzzy inference system is utilized to include the uncertainty in the parameters that influence this behaviour. The proposed model is also used to determine the lateral shear strength, a vital parameter in seismic design. Experimental data are presented for beams subjected to cyclic loading. Numerous input design parameters were considered including the beam width/depth ratio, the longitudinal reinforcement ratio, the bottom/top reinforcement ratio, the concrete compressive strength, the transverse reinforcement strength, and the shear span-to-depth ratio. Output parameters included the displacement ductility and lateral shear strength. The proposed model can predict the outputs successfully with an error of ±20%, but is more effective in predicting shear strength than displacement ductility." @default.
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- W1964020908 date "2010-09-01" @default.
- W1964020908 modified "2023-09-27" @default.
- W1964020908 title "A fuzzy logic approach to predict seismic ductility and shear strength of reinforced concrete elements" @default.
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- W1964020908 doi "https://doi.org/10.1139/l10-052" @default.
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