• Amit Pratap Singh

Recent advancements and innovations in construction engineering, framed systems, building materials, and analysis and design methods promoted the increment of high rise structures. High-rise structures are more vulnerable to lateral loads and generally lateral load due to earthquake or wind governs the design of high-rise buildings. Hence, it is necessary to develop the structural system which can resist the lateral loads effectively with minimum cost. The diagrid framed system provides the best aesthetical solution to control excessive drift and displacement in high rise buildings. In this study, the diagrid framed building model and the conventional building model are modeled for the 20, 42 and 60 storey building heights in ETABS 2017 software. Analysis results of diagrid buildings and conventional buildings in form of storey drift, displacement, storey shear, time period and steel consumption are compared to get the main objective of the study that is to assess the seismic performance of diagrid framed steel models over conventional models.

Diagrid building, Conventional building, Optimal Angle, ESM, RSM, Non-Linear Time History Analysis

"Seismic Response of Diagrid Framed Steel Buildings", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 10, page no.2585-2592, October-2020, Available :http://www.jetir.org/papers/JETIR2010335.pdf

"Seismic Response of Diagrid Framed Steel Buildings", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 10, page no. pp2585-2592, October-2020, Available at : http://www.jetir.org/papers/JETIR2010335.pdf