Effect of Buckling Restrained Braces Locations on Seismic Responses of High-Rise RC Core Wall Buildings

<div>Arrangement of the exterior BRBs at locations of maximum DBE elastic racking shear deformation in 2nd and 3rd mode and interior BRBs at locations of maximum DBE elastic shear demands in 2nd and 3rd mode (Option-3).</div>

Shock and Vibration

fig9

Figure 9

Figure 9: Effect of Buckling Restrained Braces Locations on Seismic Responses of High-Rise RC Core Wall Buildings 