• Niranjan R. Bhanderi
• Nirav Katarmal
• Narendra R Pokar

Lateral forces are the most important factors to be considered when it comes to controlling lateral deflection of the building. And for that several lateral load resisting systems have been implemented in the field since years. In present study, comparison on effectiveness of Outrigger system and flag wall system is considered. In present study G+59 and G+69 story buildings will be modeled and analyses for Reinforced cement concrete structure with double outrigger and flag wall at various height (0.4H +0.2H), (0.4H +0.6H), (0.4H +0.8H), (0.4H +1.0H) to identify its effectiveness in High rise structure in Zone V and Medium Soil with Regular Structure. Dynamic wind analysis and Response Spectrum analysis was carried out. Parameters to be considered Maximum story displacement, Story Drift, Time Period and Base Shear. Modeling and Analysis was done using ETABS.

Shear wall, Flag wall, Outrigger system, Gust Factor, Response Structure Analysis,

"Seismic analysis of Outrigger ,Shear wall and Flag wall System In High Rise Structure", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.68-72, June-2020, Available :http://www.jetir.org/papers/JETIR2006349.pdf

"Seismic analysis of Outrigger ,Shear wall and Flag wall System In High Rise Structure", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp68-72, June-2020, Available at : http://www.jetir.org/papers/JETIR2006349.pdf