Citation

Sameer MA, Azeem MA. Int. J. Appl. Eng. Res. 2019; 14(8): 1849-1859.

Copyright

(Copyright © 2019, Research India Publications)

DOI

unavailable

PMID

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Abstract

This paper investigates the seismic performance of the buildings with transfer plate provided in two different building models, which further divided into two conditions in which the height of the building and the height of transfer floor itself is taken as variable. Different buildings with storey conditions as G+3+transfer floor+15; G+3+transfer floor+20; G+5+transfer floor+18 are modelled, analysed, designed and finally subjected to nonlinear static or pushover analysis (POA) using computer program CSI SAP 2000. various response factors such base shear, storey drift, roof displacement, inter-storey drift, time period is determined. Transfer Plates with depths ranging from 1m to 3m are used Owing to the irregularity in the elevation in turn, leads to the need for utilizing structural transfer system to transmit the heavy loads from towers vertical structural elements to podium vertical structural elements. One of these transfer systems that are recently becoming common and sometimes even inevitable in modern building developments is the Transfer Plate or slab system. Depending upon the architectural requirements the location of the Transfer Plate is located along the height of the building at the optimum position in the building to attain maximum performance characteristics with thickness of transfer plates ranging from 1m to 3m.

Language: en