• RAVINDRA M WAKODIKAR
• UTKARSHA D CHIRDE
• RUPALI N BEHARE

Concrete Filled hollow column or CFT column consists of declare steel tube crammed by concrete. Concrete crammed/Filled steel column is turning into in style for the earthquake resistant structures as a result of sensible plasticity and high axial strength. It has been ascertained that structure with concrete crammed steel column performs well throughout sturdy earthquake. Several codes, namely Eurocode- 4, FEMA-356, and Architectural Institute of Japan have their own specifications for concrete filled steel columns. In this paper numerous formulae explicit in these codes square measure delineated well. Then load carrying capacity of concrete filled steel columns determined analytically using these codes specified formulae. Finally, the analytical results square measure compared with experimental information accessible from existing literature. Different shapes of columns are considered for the study.

Composite Column, Design Codes-FEMA-356, EC-4, AIJ.

"“STUDY OF SEISMIC BEHAVIOUR OF CONCRETE FILLED STEEL COLUMN”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 12, page no.170-174, December-2018, Available :http://www.jetir.org/papers/JETIR1812C23.pdf

"“STUDY OF SEISMIC BEHAVIOUR OF CONCRETE FILLED STEEL COLUMN”", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 12, page no. pp170-174, December-2018, Available at : http://www.jetir.org/papers/JETIR1812C23.pdf