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

Table 14

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

Iteration number	Arrangement zone	Damper number at each outrigger	Damping coefficient in the simplified model (kN/(mm/s)^0.3)	Damping coefficient in the prototype model (kN/(mm/s)^0.3)	Vertex peak acceleration (m/s^2)
0					0.360
1	4	1	462	700	0.349
2	4	2	462	700	0.292
3	4	2	462	700	0.264
	6	1	462	700
4	4	2	462	700	0.245
	6	2	462	700
5	4	2	453	686	0.247
	6	2	453	686
6	4	2	439	665	0.250
	6	2	439	665

Note. 0 is for the structure without a damper.