This investigation investigates the seismic soil-pile-structure interaction (SSPSI) outcomes on a tall building supported by a pile-mat foundation in Dhaka soil using nonlinear time-background Evaluation. A comparison between preset base and versatile base designs is performed to analyze key design parameters which include lateral displacements, inter-Tale drifts, foundation rotation,... https://team-dynamics12110.prublogger.com/31387445/about-pile-foundation-engineering-bangladesh