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- W2359117566 abstract "The deformation capacity of reinforced concrete (RC) cantilever wall was analyzed using models to predict its drift at yield and at ultimate. Test results from 106 specimens were used for a regression analysis of the drift ratios of RC walls. The analysis shows that the drift ratio of RC walls at yield is related to the yield strength of the longitudinal bars and the shear-span ratio, and that the drift ratio of RC walls at ultimate is related to the stirrup characteristic value, the shear-span ratio, and the relative compression depth. A displacement-based deformation capacity design method was then developed for RC cantilever walls, with an expression for the stirrup characteristic value for a specified drift demand." @default.
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- W2359117566 date "2007-01-01" @default.
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- W2359117566 title "Displacement-based deformation capacity design method of RC cantilever walls" @default.
- W2359117566 hasPublicationYear "2007" @default.
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