This analysis investigates the seismic soil-pile-composition conversation (SSPSI) outcomes over a tall building supported by a pile-mat foundation in Dhaka soil making use of nonlinear time-history Assessment. A comparison between fastened base and flexible base products is conducted to research critical design parameters which include lateral displacements, inter-story drifts, founda... https://whitneyl802fhh5.oneworldwiki.com/user