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

<div>Influence of the beam section bending stiffness (10<sup>−7</sup>∼10<sup>5</sup>) on the period.</div>

Shock and Vibration

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Figure 12

Figure 12: Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading 

Figure 12 | Optimal Design of Mega-Frame Core Wall Structures Equipped with Viscous Damped Outriggers for Human Comfort Performance under Wind Loading 