This research investigates the seismic soil-pile-composition interaction (SSPSI) results with a tall constructing supported by a pile-mat foundation in Dhaka soil applying nonlinear time-record analysis. A comparison in between preset foundation and versatile base styles is carried out to analyze crucial design parameters such as lateral displacements, inter-story drifts, foundation https://irvingk802ulh1.wiki-cms.com/user