This investigation investigates the seismic soil-pile-framework conversation (SSPSI) effects over a tall creating supported by a pile-mat foundation in Dhaka soil making use of nonlinear time-history Investigation. A comparison concerning fixed base and flexible base designs is carried out to research crucial design parameters which include lateral displacements, inter-Tale drifts, https://peterb691dde4.wikibestproducts.com/user