• AVHAD ANKUSH SHANKAR

Steel-concrete composite construction is the structure in which steel section encased in concrete for columns & the concrete slab or profiled deck slab is connected to the steel beam with the help of mechanical shear connectors so that they act as a single unit. This study is aimed to compare the seismic behavior of different damping systems in steel concrete composite buildings. This study presents the analysis of G+9,G+3 and G+14 building considering soil structure interaction. A three dimensional modelling and analysis of the structure are carried out with the help of SAP 2000 software. Equivalent static analyses are carried out on all structures. This analysis was compare with practical model of G+3 storey building. In this work base isolation & single bracing system are consider & it is compare with simple model.

seismic behavior, damping systems, base isolation, single bracing, SSI, Shake Table, SAP 2000.

"A Study Of Effectiveness Of Damping System On Composite Structure by Considering SSI", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.648-654, July-2018, Available :http://www.jetir.org/papers/JETIR1807446.pdf

"A Study Of Effectiveness Of Damping System On Composite Structure by Considering SSI", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp648-654, July-2018, Available at : http://www.jetir.org/papers/JETIR1807446.pdf