Research Article
Seismic Performance Evaluation of Modern Bare and Masonry-Infilled RC SMRF Structures
Table 5
PGALS derived for roof drift of 0.30%.
| Performance levels | Mean values of PGA, pgaLS | Log. standard deviation β |
| Bare frame | 0.45 | 0.60 | Hybrid masonry-infill | 1.16 | 0.60 | Masonry-infill | 1.05 | 0.60 |
|
|