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 levelsMean values of PGA, pgaLSLog. standard deviation β

Bare frame0.450.60
Hybrid masonry-infill1.160.60
Masonry-infill1.050.60