Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading

Table 15

Location, number, and damping coefficient during each step of the iteration (the prototype model).

Iteration number	Arrangement zone	Damper number in total	Damping coefficient in prototype model (kN/(mm/s)^0.3)	Vertex peak acceleration (m/s^2)
0	—	—	—	0.362
1	4	8	700	0.323
2	4	16	700	0.308
3	4	16	700	0.258
	6	8	700
4	4	16	700	0.242
	6	16	700
5	4	16	678	0.245
	6	16	678
6	4	16	633	0.251
	6	16	633
7	4	16	635	0.249
	6	16	635

Note. 0 is for the structure without a damper. The number is the total number for the two orthogonal directions.