This article presents a numerical model of structural behavior of buckling restrained braces for the seismic protection of buildings. This design provides slender braces, which consequently, would buckle when shortened;conversely, this buckling is prevented by embedding the core in a stockier casing.
| Attachment | Size |
|---|---|
| CastroMedina_UPC_final_3132012.pdf | 2.67 MB |