This research investigates the seismic soil-pile-composition conversation (SSPSI) effects with a tall developing supported by a pile-mat foundation in Dhaka soil employing nonlinear time-record Examination. A comparison in between fastened base and flexible base versions is executed to research critical design parameters including lateral displacements, inter-Tale drifts, foundation r... https://hugoz692fhh5.wikikarts.com/user