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

Table 4

Structural period and MAC value corresponding to the flange wall stiffness coefficients.

No.	Flange wall stiffness coefficients	Period (s)	MAC
1	0.32	8.8	0.9989
2	0.41	8.68	0.9991
3	0.53	8.55	0.9993
4	0.68	8.39	0.9994
5	0.88	8.2	0.9992
6	1.14	8	0.9988
7	1.47	7.77	0.9981
8	1.9	7.52	0.9971
9	2.45	7.25	0.9959
10	3.16	6.95	0.9944