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

<div>Hysteresis loops of zones 4 and 6 after iteration: (a) zone 4; (b) zone 6.</div>

Shock and Vibration

fig26

Figure 26

Figure 26: Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading 

Figure 26 | Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading 