• Pradeep Pandya
• Dr. Rajendra K. Srivastava

This research paper describes the result of the time history analysis on the fifteen-storey structure. Earthquake occurred in multistorey building shows that if the structures are not well designed and constructed with and adequate strength it leads to the complete collapse of the structures. To ensure safety against seismic forces of multi-storied building hence, there is need to study of seismic analysis to design earthquake resistance structures. Time history analysis provides for linear or nonlinear evaluation of dynamic structural response under loading which may vary according to the specified time function. This paper is explaining the evaluation of scale factor for various analysis in structure. The ETABS software is used to analyse G+15 storey building. The Bhuj, Alaska and Iran time history data are taken from peer database and further scaling is done as per IS 1892:2016 and ASCE code. This paper gives the idea about the scale factor calculation for earthquake analysis in RCC multistorey building. The response of building also checked for limiting value given in the IS code. The response results such as displacement, base shear and storey drifts are discussed further.

Earthquake, time history, scale factor, response, displacement, base shear, storey shear

"Scale factor in non linear time history analysis for RCC multistorey building", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 11, page no.c194-c202, November-2023, Available :http://www.jetir.org/papers/JETIR2311228.pdf

"Scale factor in non linear time history analysis for RCC multistorey building", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 11, page no. ppc194-c202, November-2023, Available at : http://www.jetir.org/papers/JETIR2311228.pdf