This analysis investigates the seismic soil-pile-framework conversation (SSPSI) outcomes on the tall building supported by a pile-mat foundation in Dhaka soil utilizing nonlinear time-record Examination. A comparison in between mounted foundation and flexible base versions is carried out to research crucial design parameters which include lateral displacements, inter-Tale drifts, foun... https://vony468uvu1.elbloglibre.com/profile