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

<div>Calculation of characteristic points for each specimen. <i>P</i><sub><i>y</i></sub> is the yield load; <i>P</i><sub>ma<i>x</i></sub> is the peak load.</div>

Advances in Civil Engineering

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Figure 9

Figure 9: Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes 