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Fragility analysis of existing RCC frame structure
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This In recent years, number of studies have been carried out for the evaluation of vulnerability of structure during seismic events. Fragility analysis is one of the important probabilistic approach to estimate the damage data at different damage state during seismic events. The G+7 Reinforced Concrete frame structure is considered for analysis. The structure is analyzed in ETABS by Non-linear Pushover Analysis. Fragility curve developed for Non-linear Pushover Analysis from results obtained by capacity spectrum method for different damage states. The fragility curves are derived from analytical method. The fragility points for different damage states are derived from analytical formula. Fragility curve is plotted for probability in Y-axis and spectral displacement in X-axis for 4 different damage states from Non-linear Pushover Analysis. From Incremental Dynamic Analysis fragility curve plotted for probability in Y-axis and peak ground acceleration in X-axis for five different damage state. The behavior of fragility curve after achieving the 100% probability for different damage state is constant.
Title: Fragility analysis of existing RCC frame structure
Description:
This In recent years, number of studies have been carried out for the evaluation of vulnerability of structure during seismic events.
Fragility analysis is one of the important probabilistic approach to estimate the damage data at different damage state during seismic events.
The G+7 Reinforced Concrete frame structure is considered for analysis.
The structure is analyzed in ETABS by Non-linear Pushover Analysis.
Fragility curve developed for Non-linear Pushover Analysis from results obtained by capacity spectrum method for different damage states.
The fragility curves are derived from analytical method.
The fragility points for different damage states are derived from analytical formula.
Fragility curve is plotted for probability in Y-axis and spectral displacement in X-axis for 4 different damage states from Non-linear Pushover Analysis.
From Incremental Dynamic Analysis fragility curve plotted for probability in Y-axis and peak ground acceleration in X-axis for five different damage state.
The behavior of fragility curve after achieving the 100% probability for different damage state is constant.
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