• Kajol Priya
• Prof (Dr) Kailash Narayan
• Kumar Vansaj

In Present scenario, world is facing enormous growth in population and shortage of land. Hence, it has become obligatory to go for high rise building construction. Failure of high rise RCC buildings mainly occurs due to earthquake forces. To overcome such problems, use of concrete filled steel tubular (CFST) column in buildings becomes the better option. Concrete filled steel tubular (CFST) column sections are the columns in which concrete is filled in to the steel tube. CFST column is a composite section which utilizes the advantage of both steel and concrete. This advantageous interactive behavior between steel tube and concrete increases the strength of CFST section. In the present paper, seismic behavior of G+19 storey high rise building situated in zone IV has been analyzed through response spectrum analysis method using ETAB-2017 software. Building with CFST columns performs better against seismic forces.

Concrete Filled Steel Tubular Column, Seismic Behavior, Response Spectrum Method, ETAB-2017

"Comparative Study of Seismic Parameters of Multi Storey Building Provided With RCC And Concrete Filled Steel Tubular Columns", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 5, page no.122-126, May-2019, Available :http://www.jetir.org/papers/JETIRCN06023.pdf

"Comparative Study of Seismic Parameters of Multi Storey Building Provided With RCC And Concrete Filled Steel Tubular Columns", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 5, page no. pp122-126, May-2019, Available at : http://www.jetir.org/papers/JETIRCN06023.pdf