This study investigates the seismic soil-pile-framework conversation (SSPSI) effects on a tall constructing supported by a pile-mat foundation in Dhaka soil using nonlinear time-record Investigation. A comparison among preset base and versatile base styles is done to research important design parameters which include lateral displacements, inter-story drifts, foundation rotation, normal https://olohostcom87642.ampblogs.com/details-fiction-and-pile-installation-services-bangladesh-68842943