Research Article
Comparing Numerical Results for Seismic Performance of Portal Steel Frames Braced with Steel: HSS Brace, Glulam Timber Brace, and Timber-Steel-BRB
Table 14
Summary of decrease values in maximum roof displacement under selected record of different frames.
| Type of portal steel frame | Brace effective area dimensions (mm) | Maximum roof displacement (m) | Decrease in maximum roof displacement (%) |
| Steel-HSS braced | HSS (60 × 60 × 3) | 0.0038 | 95.2 | TS-BRB | (50 × 20) | 0.0027 | 96.6 | Glulam braced | (100 × 100) | 0.04 | 50 | Unbraced | | 0.08 | — |
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