Abstract
Abstract: Now a days multi-storey buildings is the most common word in the construction source, then study of earthquake and analysis of building using earthquake data essential for future safety. In the present paper study of nonlinear dynamic analysis of G+15 storied RCC building considering different locations is carried out and seismic responses of such building are studied. The building under consideration is modelled with the help of Staad Pro software. Three different earthquake data have been used considering at different locations for establishment of relationship between time vs acceleration graphs. The results of the study Shows similar variations pattern in Seismic responses such as base shear and storey displacements, base shear value calculate manually and compare with software value From the study it is recommended that analysis of multi storied RCC building using Time History method becomes necessary to ensure safety against earthquake force.
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