In this paper results obtained from monotonic nonlinear static analyses performed on Re- inforced Concrete (RC) internal beam-column sub-assembly are shown. Bond-slip phenome- non between steel longitudinal bars and surrounding concrete is also taken into account in order to predict the numerical response under lateral actions of the RC internal beam-column sub-assembly investigated. The study is addressed, through parametric models and Monte Carlo simulations, to pro- pose preliminary fragility curves for different damage states of the RC internal beam-column sub-assembly, including materials inherent uncertainties.
INFLUENCE OF BOND-SLIP ON NUMERICAL FRAGILITY CURVES AND STRUCTURAL RELIABILITY OF RC STRUCTURAL INTERNAL BEAM-COLUMN SUB-ASSEMBLY
D'Amato M.;
2023-01-01
Abstract
In this paper results obtained from monotonic nonlinear static analyses performed on Re- inforced Concrete (RC) internal beam-column sub-assembly are shown. Bond-slip phenome- non between steel longitudinal bars and surrounding concrete is also taken into account in order to predict the numerical response under lateral actions of the RC internal beam-column sub-assembly investigated. The study is addressed, through parametric models and Monte Carlo simulations, to pro- pose preliminary fragility curves for different damage states of the RC internal beam-column sub-assembly, including materials inherent uncertainties.| File | Dimensione | Formato | |
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