• cheedella charukesh
• Bashwan Mano Yasaswi Vavilala
• Kota Prudhvi

The main goal of this paper is to show the nature of the reinforced concrete building (G+13). when it is in the various seismic zones (zone II,III,IV,V) and different types of soils (type I,II,III).As we all know there are 2 types of methods of seismic analysis, we considered linear static analysis aka seismic coefficient method for analysis of a G+13 residential reinforced concrete structure, in this paper using ETABS v9.7.1 software as per IS:1893 (part 1)-2002.Here in this paper, apart from seismic weight we also determine storey drift, base shear, storey shear.

seismic coefficient analysis, Base shear, Seismic weight, Storey drifts, Storey shear.

"Seismic Analysis of a Multi storey Reinforced Concrete Building in Different Types of Seismic Zones and Soils", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.4, Issue 1, page no.79-83, January-2017, Available :http://www.jetir.org/papers/JETIR1701010.pdf

"Seismic Analysis of a Multi storey Reinforced Concrete Building in Different Types of Seismic Zones and Soils", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.4, Issue 1, page no. pp79-83, January-2017, Available at : http://www.jetir.org/papers/JETIR1701010.pdf