• Sania Afreen
• Mohammed Faiyaz Ahmed Khaleel

The research work is mainly aimed to study the behavior of columns when the structure is subjected to seismic loading conditions. Columns when loaded with seismic loads come under the category of columns with axial loading and biaxial bending. In this state, line of action of axial load will be eccentric to the longitudinal centroidal axis of the member. A major part of previous researches done on the seismic analysis majorly covers the response of whole structure resisting lateral loads including wind and/or seismic loads. So, in this project the main focus is on the behavior of columns subjected to seismic effects. Pushover analysis method has been adopted for studying the response of the structure. The columns adopted for analysis are RCC columns. These have been analyzed under the variance of slab systems i.e., flat slab and conventional slab system with beams. These models have been analyzed under influence of earthquake loading conditions. Indian standard codes have been adopted for both static and dynamic analysis and design which has been carried out by using ETABS FEM software.

Compression members, Pushover Analysis, Flat Slabs

"A Comparative study on response of RC Column with Different Slab System in Seismic Zones using Pushover Analysis", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 2, page no.c98-c108, February-2023, Available :http://www.jetir.org/papers/JETIR2302218.pdf

"A Comparative study on response of RC Column with Different Slab System in Seismic Zones using Pushover Analysis", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 2, page no. ppc98-c108, February-2023, Available at : http://www.jetir.org/papers/JETIR2302218.pdf