. 2022 Nov 6;3(1):14. doi: 10.1186/s43065-022-00061-6

Table 4.

Collapse fragility parameters and associated seismic risk for the RC-CLT hybrid building with different energy dissipators

Ground Motion Suite	$μ_{Sa}$ (g)	$β_{RTR}$	CMR	P(coll\|MCE)	$P {(c o l l)}_{50 y}$	$λ_{coll}$ ( $\times 10^{- 4}$ )
Steel slit damper	1.103	0.335	2.8	2.7%	0.32%	0.65
SMA ( $β_{F}$ = 0.8)	1.435	0.443	3.6	1.7%	0.21%	0.42
SMA ( $β_{F}$ = 0.6)	1.387	0.443	3.5	1.9%	0.23%	0.46