• Ajay vadher
• Arjun Butala
• Priyesh Bhavsar

Modern multi storey structures having irregular layout like floating column, soft storey structures and/or with bracings etc. are highly affected by lateral forces especially at critical areas where large seismic excitation or wind forces are regularly occurred. In the present study, the effect of seismic forces is carried out for irregular structures with floating column condition. The behaviour of structures has been studied by non-linear static analysis method named Push-over analysis. The collapse load of the structure under seismic excitation and its ductile behaviour is studied out for various RC frame of five storey, nine storey and thirteen storey structures. Also, the structures are compares with symmetric and unsymmetric plan with different parameters like storey displacement, storey shear with failure point condition in ETAB software

floating column, irregular plan, pushover analysis, earthquake resistant structure, ETABS software

"NON- LINEAR STATIC ANALYSIS OF SYMMETRIC & UNSYMMETRIC PLAN BUILDING WITH AND WITHOUT FLOATING COLUMN", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 6, page no.f636-f640, June-2022, Available :http://www.jetir.org/papers/JETIR2206581.pdf

"NON- LINEAR STATIC ANALYSIS OF SYMMETRIC & UNSYMMETRIC PLAN BUILDING WITH AND WITHOUT FLOATING COLUMN", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 6, page no. ppf636-f640, June-2022, Available at : http://www.jetir.org/papers/JETIR2206581.pdf