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This paper presents the structural behaviour of full-scale six-story, 2 by 2 bay concentrically braced steel building under seismic loading In this we have modelled three three-dimensional models and five two-dimensional frames with same material and section properties and dimensions. The main object is to study participation of braces and moment resisting frames in carrying storey shear. Each model is analysed using ETABS software and different parameters such as base shear, storey forces,doi:10.22214/ijraset.2018.5391 fatcat:d6lwef36xfgwbibqzmr4tiwdwy