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

Table 16

The vertex peak acceleration of prototype and the simplified model.

Iteration number	Prototype (m/s^2)	Simplified model (m/s^2)	Error (%)
0	0.362	0.360	0.6
1	0.323	0.349	8.0
2	0.308	0.292	5.2
3	0.258	0.264	2.3
4	0.242	0.245	1.2