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

<div>Frequency content of the acceleration response of the top corner of the building for a wind direction angle of 90° (54-story building).</div>

Shock and Vibration

Figure 9: On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand 