• Abdul Naveed Abdul Waheed
• Mohammad Salman Abdul Raheman Shaik

As we know that in the present scenario buildings with shear walls are gaining more popularity than buildings without shear wall in earthquake prone areas mainly under zones III, IV and V, Due to its capability to the resistance during earthquake. In this study 11 storey RCC building is considered for the seismic analysis which is located in zone V is considered for the analysis using Equivalent static analysis and Response spectrum analysis. Six models are considered for the analysis out of which one is bare frame model and remaining five models are structures with shear wall at various positions is considered. The modeling and Analysis is done using ETABS -2016 software package. An attempt is made to study and compare the parameters such as storey displacement, storey drift and storey stiffness by both equivalent static analysis and response spectrum method.

Response Spectrum, equivalent static method, ETABS, storey drift, storey stiffness and storey displacement.

"ANALYZING OF MULTISTORY BUILDING BY STATIC AND DYNAMIC ANALYSIS BY USING ETABS WITH AND WITHOUT SHEAR WALLS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.350-358, April-2019, Available :http://www.jetir.org/papers/JETIRBD06067.pdf

"ANALYZING OF MULTISTORY BUILDING BY STATIC AND DYNAMIC ANALYSIS BY USING ETABS WITH AND WITHOUT SHEAR WALLS", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp350-358, April-2019, Available at : http://www.jetir.org/papers/JETIRBD06067.pdf