• Swapnali Shankar Ghodake
• Shriganesh S Kadam

This thesis gives a comparative analysis of ductile column design using the New IS 13920-2016 and the Old IS 13920-1993 standards. The recent earthquakes in India revealed unequivocally that conventional structural design and construction techniques fail to meet fundamental seismic resistance standards. The use of ductile design and detailing methods in conventional construction is a critical topic that requires attention. The ductility of reinforced concrete structures as a whole is a difficult topic. However, specific design factors and reinforcing details may be used in particular critical spots of the building structure to reduce seismic damage and life-threatening collapse. The approaches are straightforward, affordable, and extensively detailed in the Indian Bureau of Standard Code of Practice's standard code of practise (IS13920). It is recommended to conduct a comparative assessment of multi-story framed buildings, including their column c/s aspect ratio and minimum column requirements, using the Equivalent Static technique in accordance with the provisions of both the new IS 13920-2016 and the older IS 13920-1993. Additionally, it is recommended to analyse and design multi-story buildings using computational software such as ETABS and compare characteristics such as time period, base shear, storey displacement.

high rise building

"INVESTIGATION OF LINEAR DYNAMIC ANALYSIS AND DUCTILE DESIGN OF HIGH RISE STRUCTURE AS PER REVISED INDIAN CODE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 12, page no.h175-h178, December-2023, Available :http://www.jetir.org/papers/JETIR2312721.pdf

"INVESTIGATION OF LINEAR DYNAMIC ANALYSIS AND DUCTILE DESIGN OF HIGH RISE STRUCTURE AS PER REVISED INDIAN CODE", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 12, page no. pph175-h178, December-2023, Available at : http://www.jetir.org/papers/JETIR2312721.pdf