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Over the last years, the seismic behaviour of infilled reinforced concrete (RC) structures has been the focus of innumerable experimental and numerical studies. A big effort is being made by the scientific community to increase the knowledge regarding the seismic performance of these types of structures and to improve the numerical modelling capabilities to predict their expected behaviour accurately...
The extensive use of reinforced concrete frames with masonry infill and national and European regulations, which often neglect the influence of infill, has been identified as a field of research. The reliability of a numerical model with an equivalent diagonal for the parametric analysis of model buildings was tested using various experiments with one-story, one-bay and multi-storey, multi-bay infilled...
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