This investigation investigates the seismic soil-pile-framework interaction (SSPSI) outcomes on a tall making supported by a pile-mat foundation in Dhaka soil using nonlinear time-record Examination. A comparison in between set base and flexible base styles is performed to research critical design parameters including lateral displacements, inter-s

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The seismic sources happen to be adopted in the Seismo-tectonic Atlas of India and adjoining regions that has a Handle region of radius five hundred km within the political boundary of Chittagong district. The Peak Ground Acceleration (PGA) values had been computed at the bedrock stage, surface area degree PGA was calculated using the NEHRP soil am

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