This research investigates the seismic soil-pile-structure conversation (SSPSI) outcomes over a tall building supported by a pile-mat foundation in Dhaka soil using nonlinear time-background Examination. A comparison amongst set base and versatile foundation versions is conducted to research key design parameters such as lateral displacements, inter-Tale drifts, foundation rotation, pure https://jamesz689yyy2.blogozz.com/profile