Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes

<div>Viscous damping coefficient curves of each specimen. The equivalent viscous damping coefficient (<i>h</i><sub><i>e</i></sub>) of the specimen and the displacement (Δ) curve of the column end were calculated for each specimen.</div>

Advances in Civil Engineering

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Figure 12

Figure 12: Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes 