This exploration investigates the seismic soil-pile-structure conversation (SSPSI) results with a tall making supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-background Assessment. A comparison in between mounted base and flexible base designs is performed to analyze important design parameters such as lateral displacements, inter-Tale drifts, foundation rota... https://hatshepsutf035psu0.illawiki.com/user