This analysis investigates the seismic soil-pile-structure interaction (SSPSI) outcomes over a tall building supported by a pile-mat foundation in Dhaka soil working with nonlinear time-history Examination. A comparison amongst set base and versatile base designs is carried out to research crucial design parameters together with lateral displacements, inter-Tale drifts, foundation https://posecim024mml7.wikibestproducts.com/user