Table 2.

Design summary for 6-story RC-CLT hybrid building

Story	Column size (mm2)	${\rho }_{b,top}$	${\rho }_{b,bot}$	${\rho }_{C1}$	${\rho }_{C2}$	No. of dampers	$L_{\mathit{CLT}}$ (m)
6	300$\times$300	2-20M	2-20M	4-25M	4-20M	2	1
5	300$\times$300	2-20M	2-20M	4-25M	4-20M	2	1
4	300$\times$300	2-20M	2-20M	6-25M	6-20M	2	1
3	350$\times$350	2-20M	3-20M	6-25M	6-20M	2	2
2	350$\times$350	2-20M	3-20M	8-25M	6-25M	2	2
1	350$\times$350	2-20M	3-20M	8-25M	6-25M	3	3

${\rho }_{b,top},{\rho }_{b,bot}$: longitudinal reinforcement at top and bottom of beams; ${\rho }_{C1},{\rho }_{C2}$: longitudinal reinforcement in column C1 and C2, respectively; $L_{\mathit{CLT}}$: length of CLT infill wall