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

Table 7

Dimension of the prototype wall.

Zone	Thickness of the wall (mm)		Width of the wall (mm)
	Flange wall	Web wall	Flange wall	Web wall
Zone 12	450	450	3150	14600
Zone 11	500	500	3500	19500
Zone 10	600	600	4200	19500
Zone 9	700	700	4900	19500
Zone 8	800	800	5600	19500
Zone 7	800	800	5600	33400
Zone 6	850	850	5950	33400
Zone 5	900	900	6300	33400
Zone 4	900	900	6300	33400
Zone 3	950	950	6650	33400
Zone 2	1000	1000	7000	33400
Zone 1	1050	1050	7350	33400