Research Article
Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces
Table 10
Maximum interstory drift angle.
| Earthquake wave | El Centro | Shanghai | Tianjin |
| SN | 26 | 38 | 54 | 27 | 39 | 55 | 28 | 40 | 56 | Maximum interstory drift angle | 1/397 | 1/273 | 1/40 | 1/154 | 1/70 | 1/54 | 1/254 | 1/95 | 1/53 |
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