Abstract: Now a days many industries have adopted metal shear panels (MSP’S) in steel structures. MSP’S are effective seismic force-resistant components that are widely used in seismic regions to resist lateral forces. Structural mitigation measures can be adopted to reduce structural damage through engineered actions to maintain structural stability and integrity. This study investigates seismic performance of a combined braced circular damped grid panels (BCDP) and comparing its performance with rectangular braced ductile thin shear panels (BDSP). BCDP specimens are made by replacing rectangular panels on BDSP specimens by concentric circular grids. The system consists of a wall panel, X braced system and to develop an efficient damping characteristics damped circular grid panels provided at crossing of X bracing. It is expected that when reverse cyclic load applied, whole load not transferred to the frame or bracing but to the circular grids. The result showed that when load applied, the frame will not fail instead the circular grid starts yielding and a greater number of cycles can be accommodated without failure and effectively increased seismic capabilities of the system. The specimens are designed and modelled under various parametric studies and investigated analytically. The study includes seismic analysis and push over analysis using ANSYS software.
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