• Anoop Kumar A
• Dr. S. B. Borghate

India is a fast developing country as well as India have got second place in the world population. So that now a days the demand of area of construction is going on increasing everywhere. To overcome this problem one of the best method is vertical development among many solutions. Vertical development will leads to the construction of high raised buildings. These high raised buildings should resist seismic load and wind loads which are more critical in these structures. Prestressed flat slab buildings are now a days becoming more common due to its many advantages compared to the conventional buildings. So it's very important to know seismic behavior of the prestressed flat slab buildings. This study aims at analysis of Flat plate and Flat slab with drop buildings under the seismic forces using the software ETABS version 16.2.0. The structural conditions for 8 storey and 12 storey buildings are analysed by ESA and RSA methods. Structure with cracked and un-cracked conditions analysis are performed. For the seismic analysis IS 1893 Part 1:2016 codal provisions are used. This paper also deals with a comparative study of parameters like Storey drifts and Storey shear for every model.

Prestressed Flat slab, Cracked section, Un-cracked section, Storey drift, Storey shear, ETABS v16.2.0

"SEISMIC BEHAVIOUR OF PRESTRESSED FLAT SLAB BUILDINGS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.5, Issue 7, page no.1423-1432, July-2018, Available :http://www.jetir.org/papers/JETIRC006246.pdf

"SEISMIC BEHAVIOUR OF PRESTRESSED FLAT SLAB BUILDINGS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.5, Issue 7, page no. pp1423-1432, July-2018, Available at : http://www.jetir.org/papers/JETIRC006246.pdf