This study investigates the seismic soil-pile-structure interaction (SSPSI) consequences on the tall constructing supported by a pile-mat foundation in Dhaka soil making use of nonlinear time-historical past analysis. A comparison concerning preset foundation and flexible base products is conducted to research key design parameters like lateral displacements, inter-Tale drifts, founda... https://haimc813klm1.verybigblog.com/profile