• Jamandla Ramakrishna
• Dr. S Sunil Pratap Reddy
• Syed Riyaz

The analysis of a structural system to determine the deformations and forces induced by applied loads or ground excitation is an essential step in the design of a structure to resist earthquake. There is a range of methods from a linear analysis to a sophisticated nonlinear analysis depending on the purpose of the analysis in the design process. In this paper seismic response of a residential G+10 RC frame building is analysed by the linear analysis approaches of Equivalent Static Lateral Force and Response Spectrum methods using ETABS Ultimate 2015 software as per the IS- 1893-2002-Part-1. These analysis are carried out by considering different seismic zones, medium soil type for all zones and for zone II & III using OMRF frame type and for those of the rest zones using OMRF & SMRF frame types. Different response like lateral force, overturning moment, story drift, displacements, base shear are plotted in order to compare the results of the static and dynamic analysis

Equivalent Static Analysis, Response Spectrum Analysis, Lateral Force, Base Shear, overturning Moment, Story Drift, Story Stiffness

"AN EXPERIMENTAL STUDY ON SEISMIC ANALYSIS OF MULTY STOREY BUILDING USING EQUIVALENT STATIC METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.4, Issue 11, page no.734-741, November-2017, Available :http://www.jetir.org/papers/JETIR1711124.pdf

"AN EXPERIMENTAL STUDY ON SEISMIC ANALYSIS OF MULTY STOREY BUILDING USING EQUIVALENT STATIC METHOD", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.4, Issue 11, page no. pp734-741, November-2017, Available at : http://www.jetir.org/papers/JETIR1711124.pdf