• Sayali Anil Bidve
• Sayali Anil Bidve

In the present study an investigation has been perform to examine the behaviour of various alternative 3D models using software for reinforced concrete structure with central core wall with outrigger and without outrigger by varying the relative flexural rigidity from 0.25 to 2.0 with step of 0.25. Also the position of outrigger has been varied along the height of the building by considering a parameter relative height of outrigger from 0.975 to 0.4. The parameters discussed in this study include variation of bending moments, shear force, lateral deflection, peak acceleration of the core; inter-storey drifts for static and dynamic analysis for a 3- dimensional model for various values of relative rigidity and relative height. From the analysis of the results obtained it has been found that performance of the outrigger is most efficient for relative height of the outrigger equal to 0.5.

Storey Displacement, Storey Drift and Base Shear

"SEISMIC ANALYSIS OF OUTRIGGER BRACED SYSTEMS IN HIGH RISE BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 7, page no.a360-a367, July-2022, Available :http://www.jetir.org/papers/JETIR2207045.pdf

"SEISMIC ANALYSIS OF OUTRIGGER BRACED SYSTEMS IN HIGH RISE BUILDING", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 7, page no. ppa360-a367, July-2022, Available at : http://www.jetir.org/papers/JETIR2207045.pdf