• Nikunj N. Modh
• Vijay D. Mota
• Brijesh R. Raychanda
• Narendra R. Pokar

In recent years there has been significant rise in usages of different shape structures in plan. High rise Irregular buildings constitute large portion of modern urban infrastructures. Such irregular structures needs to be taken care by structural engineers particularly in high seismic zones. Asymmetry in the plan increases stresses of certain structural elements. The control of the dynamic response of the multi-storey building can be achieved by increasing stiffness through the use of bracing system. In present study comparison the Influence of X bracing and Chevron Bracing in high rise structure by Response Spectrum and Time History Analysis will be carried out. Structure Have T and Rectangular in shape with G+49, G+59 height is considered with soil Medium and seismic zone II, III , IV and V. Response of structure will be identify by dynamic parameters such as Lateral Displacement, Base shear.

RCC Structure, Plan Irregularities, X Bracing, Chevron Bracing, Time History Analysis, Response Spectrum Analysis, Dynamic Wind Analysis, ETABS – 2016. _____________________________________________________________

"Dynamic Analysis of RCC Structure with Plan Irregularities using X bracing and Chevron bracing", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 6, page no.2142-2147, June-2020, Available :http://www.jetir.org/papers/JETIR2006310.pdf

"Dynamic Analysis of RCC Structure with Plan Irregularities using X bracing and Chevron bracing", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 6, page no. pp2142-2147, June-2020, Available at : http://www.jetir.org/papers/JETIR2006310.pdf