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
