• Swapnali Shankar Ghodake
• shriganesh Kadam

This paper compares the New IS 13920-2016 with the Old IS 13920-1993 standards for ductile column design and construction. Recent Indian earthquakes shown that traditional structure design and construction approaches fail to fulfill basic seismic protection criteria. Conventional building must consider ductile design and detailing procedures. The overall ductility of reinforced concrete buildings is a tricky subject. It is possible to prevent seismic damage and life-threatening collapse by using precise design variables and reinforcing details in important structural areas. This is a simple, cost-effective method that is specified in the Indian Bureau of Standard Code of Practice (IS13920). The Equivalent Static approach should be used to compare multi-story framed structures, including column c/s aspect ratio and minimum column requirements. It is also advised to examine time period, base shear, storey drift, and storey displacement while analyzing and designing multi-story structures. An earthquake-proof structure must follow IS 13920 for strengthening details. This moment-resisting frame is created via ductile detailing on an RCC frame. This study examines the IS code recommendations for beam column joints and their design. The new ductile detailing requirements constitute a major structural change. As a result, a structure built before the IS 13920 regulations were revised will be less detailed for strong seismic forces. Good design choices need understanding joint behavior. On the consequences of earthquakes on joints, the thesis focuses on bond and shear transmission, which are fundamental to joint function. We'll compare deflections. This research uses ETABS connect software to conduct seismic analysis on a G+20 storey building using IS 13920:1993 (old version) and IS 13920:2016 (new version) (new version). Story & era in comparison to old code data, fresh code data reduces drift. With new IS criterion, the displacement decreases.

Linear analysis, ductile design, high rise building.

"INVESTIGATION OF LINEAR DYNAMIC ANALYSIS AND DUCTILE DE SIGN OF HIGH RISE STRUCTURE AS PER REVISED INDIAN CODE: A REVIEW ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 12, page no.h235-h247, December-2023, Available :http://www.jetir.org/papers/JETIR2312727.pdf

"INVESTIGATION OF LINEAR DYNAMIC ANALYSIS AND DUCTILE DE SIGN OF HIGH RISE STRUCTURE AS PER REVISED INDIAN CODE: A REVIEW ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 12, page no. pph235-h247, December-2023, Available at : http://www.jetir.org/papers/JETIR2312727.pdf