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

Figure 6

Visual observations of the ultimate failure modes of short column (SC) specimens. (a) SC-1, (b) SC-2, (c) SC-3, (d) SC-4, (e) SC-5, (f) SC-5 after removal of CFRP, (g) SC-6, and (h) SC-6 after removal of steel plate mesh.

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