This investigation investigates the seismic soil-pile-composition conversation (SSPSI) effects with a tall developing supported by a pile-mat foundation in Dhaka soil working with nonlinear time-heritage Examination. A comparison between fastened base and flexible base versions is performed to analyze crucial design parameters like lateral displacements, inter-story drifts, foundation... https://annelik902ggg5.tnpwiki.com/user