Table 5 Presents a comparison of the probability of exceedance at 10% and 50% for complete damage States of the selected RC frame buildings, as obtained from NSPA and IDA.
From: Yielding brace system as a next-generation lateral load mechanism for seismic resilient cities
Model | Spectral Displacement (mm) | IM (Spectral Acceleration) (m/s2) | ||
|---|---|---|---|---|
10% | 50% | 10% | 50% | |
6-Storey Bare Frame | 160 | 446 | 3.6 | 5.1 |
6-Storey with 2% YBS | 173 | 460 | 8 | 15 |
