Research Article
Effect of Buckling Restrained Braces Locations on Seismic Responses of High-Rise RC Core Wall Buildings
Figure 3
DBE elastic modal and total seismic demands. (a) Moment demands, (b) shear demands, (c) displacement demands, and (d) racking shear deformation demands.
| (a) |
| (b) |
| (c) |
| (d) |