• P.SUDHEER VARMA
• N. V. SRINIVASA RAO
• M.KRISHNA CHAITANYA
• G.KARTHIK
• P.AUGUSTINE

Progressive collapse is a catastrophic chain reaction of failure initiated by loss of vertical bearing load element of the structure resulting in damage of a part of the structure or entire structure. In our study we are considering 10 storey regular reinforced concrete building seismically designed. Progressive collapse analysis is performed by using general service administration GSA (2016) guidelines with different column removal scenarios at ground storey level. Shear force and bending moment for every scenario were compared and results were analysed. Computer Software Used for Analysis – SAP 2000 v20.20

General service administration (GSA), Catastrophic, Progressive collapse analysis, Seismic analysis, column removal scenarios.

"PROGRESSIVE COLLAPSE ANALYSIS OF REINFORCED CONCRETE BUILDING SUBJECTED TO SEISMIC LOADS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 6, page no.e368-e374, June-2021, Available :http://www.jetir.org/papers/JETIR2106608.pdf

"PROGRESSIVE COLLAPSE ANALYSIS OF REINFORCED CONCRETE BUILDING SUBJECTED TO SEISMIC LOADS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 6, page no. ppe368-e374, June-2021, Available at : http://www.jetir.org/papers/JETIR2106608.pdf