• D Indramohan Reddy
• Dr. E Arunakanthi

Now a day’s construction of RC frame structure is common due to the simplicity in construction. Unreinforced Masonry infill walls (URM) tend to be utilised as interior and external partition walls in reinforced concrete (RC) framed constructions. Instead of being utilised for structural purposes, infill walls are often employed for partitioning and insulation. However, during an earthquake, this infill helps the structure respond, and the infill frame building behaves differently from a traditional frame construction. Infill functions between a column and a beam as a compression strut. For this reason, a linear dynamic analysis of an RC frame structure with masonry infill was carried out in order to determine the impact of the structure's strength variations with and without the infill wall as well as the impact of the infill on dynamic parameters such as story displacement, story drift, story shear, hinge status, target displacement, and performance point. The programme ETABS is used as a tool to do all of the analysis and modelling for the G+15 RCC framed construction.

Structural Analysis, Pushover Analysis, maximum storey displacement, Infill walls, Displacement, Storey drift, Stability.

"COMPARATIVE PERFORMANCE EVALUATION OF UNREINFORCED MASONRY (URM) INFILLED RC FRAMES SUBJECTED TO VARIOUS GROUND MOTIONS USING ETABS AS A TOOL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 7, page no.j411-j429, July-2023, Available :http://www.jetir.org/papers/JETIR2307954.pdf

"COMPARATIVE PERFORMANCE EVALUATION OF UNREINFORCED MASONRY (URM) INFILLED RC FRAMES SUBJECTED TO VARIOUS GROUND MOTIONS USING ETABS AS A TOOL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 7, page no. ppj411-j429, July-2023, Available at : http://www.jetir.org/papers/JETIR2307954.pdf