Abstract The aim of this study is to investigate the effect soil type on buildings experiencing floor-to-column pounding during earthquakes. Five with 4-storeys, 6-storeys, and 7-storeys were considered. Three types 4-storey building different total heights taken into account which leads at 1/3, 1/2 2/3 height impacted column. Two scenarios considered, i.e. between 6-storey (three cases when co...