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

<div>Schematics of prepared specimens, i.e., short column-1 (SC-1) through SC-6, including arrangement of reinforcing bars: <i>D</i><sup><i>H</i></sup> = HTRB630 steel bar and C = HRB400 steel bar; ⊗ = horizontal load loading point. (a) SC-1. (b) SC-2, SC-3 (c) SC-4, SC-5, and SC-6.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Seismic Behavior and Finite Element Analysis of Reinforced Concrete Short Columns Impacted by Oblique Earthquakes 