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- W2183624830 abstract "The present study estimates the seismic Response reduction factor (R) of reinforced concrete special moment resisting frame (SMRF) with and without shear wall using static nonlinear (pushover) analysis. Calculation of Response reduction factor(R) is done as per the new formulation of Response reduction factor (R) given by Applied Technology Council (ATC)-19 which is the product of Strength factor (Rs), Ductility factor (Rµ) and Redundancy factor (RR). The analysis revealed that these three factors affects the actual value of response reduction factor (R) and therefore they must be taken into consideration while determining the appropriate response reduction factor to be used during the seismic design process. The actual values required for determination of Response reduction factor (R) is worked out on the basis of pushover curve which is a plot of base shear verses roof displacement. Finally the calculated values of Response reduction factor(R) of reinforced concrete special moment resisting frame (SMRF) with and without shear wall are compared with the codal values." @default.
- W2183624830 created "2016-06-24" @default.
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- W2183624830 date "2013-01-01" @default.
- W2183624830 modified "2023-09-26" @default.
- W2183624830 title "An Investigation of Seismic Response Reduction Factor for Earthquake Resistant Design" @default.
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