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

<div>Plots among different load components for a wind direction angle of 90°: (a) overall crosswind load versus the overall along-wind load and (b) overall torsional load versus the over along-wind load.</div>

Shock and Vibration

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Figure 3

Figure 3: On the Design of High-Rise Buildings for Multihazard: Fundamental Differences between Wind and Earthquake Demand 