Performance of a High-Rise Building Frame with Composite Columns in Non-linear Analysis Using ETABS

The compression element used in composite columns is made up of steel tubes or concrete-filled steel tubes. Concrete steel composite columns combine concrete and steel, so they take advantage of each material's benefits. In this research, the software programmed ETABS is used to simulate a Ground + 10 story framed structure exposed to nonlinear dynamic stress of Zone V in accordance with IS 1893–2016. Comparable loading conditions have been applied to two models that were created with various types of columns, Reinforced Cement Concrete Column and CFST Column. These two models were broken down, and the results were examined in terms of how the structures would perform given the following parameters: maximum story displacement, story shear, story drift, story overturning moment, and section size reduction.