This exploration investigates the seismic soil-pile-structure interaction (SSPSI) results on the tall setting up supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-historical past Assessment. A comparison in between mounted base and versatile base products is done to analyze crucial design parameters which includes lateral displacements, inter-story drifts, https://erinp024lll7.ourabilitywiki.com/user