On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand

<div>Active tuned mass damper (ATMD) installed on a tall building subjected to wind load: (a) location at the top of the building; (b) components of the ATMD.</div>

Shock and Vibration

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Figure 19

Figure 19: On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand 