• SUGANTH G
• Dr. SELVAN V

In this paper a comparative study is done on Steel building & Composite building with CFT, CFT with stiffeners, CFDST Hollow column & CFDST column. Seismic Analysis of (B+G+9) building is done in both Equivalent Static method & Response Spectrum method using ETABS software & Optimum Composite column is obtained from Parameter 1 (Steel Ratio, Buckling Load, Plastic Resistance, H/T Ratio), Parameter 2 (Displacement, Story Drift, Base Shear, Overturning Moment, Story Stiffness), Parameter 3 (Moment of Inertia, C/S Area, Total Weight, Total Tonnage).

CFT, CFT with stiffeners, CFDST Hollow, CFDST column, Response Spectrum method, H/T Ratio, Displacement, Total Tonnage.

"COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF STEEL BUILDING & COMPOSITE BUILDING WITH CFT & CFDST COLUMN", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 6, page no.f514-f538, June-2022, Available :http://www.jetir.org/papers/JETIR2206567.pdf

"COMPARATIVE STUDY ON SEISMIC PERFORMANCE OF STEEL BUILDING & COMPOSITE BUILDING WITH CFT & CFDST 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. ppf514-f538, June-2022, Available at : http://www.jetir.org/papers/JETIR2206567.pdf