Experiment-Anchored Probabilistic Seismic Demand Modelling and Fragility Analysis of a Non-Ductile RC Frame
This study develops a probabilistic seismic demand model (PSDM) to establish the relationship between intensity measures (IMs) and engineering demand parameters (EDPs) for assessing the seismic vulnerability and risk of non-ductile reinforced concrete (RC) frame buildings. A three-dimensional finite element model was...