Table 4 Collapse fragility parameters and associated seismic risk for the RC-CLT hybrid building with different energy dissipators
Ground Motion Suite | \(\mu _{Sa}\) (g) | \(\beta _{RTR}\) | CMR | P(coll|MCE) | \(P(coll)_{50y}\) | \(\lambda _{coll}\) (\(\times 10^{-4}\)) |
|---|---|---|---|---|---|---|
Steel slit damper | 1.103 | 0.335 | 2.8 | 2.7% | 0.32% | 0.65 |
SMA (\(\beta _F\) = 0.8) | 1.435 | 0.443 | 3.6 | 1.7% | 0.21% | 0.42 |
SMA (\(\beta _F\) = 0.6) | 1.387 | 0.443 | 3.5 | 1.9% | 0.23% | 0.46 |