Seismic Performance Assessment of Reinforced Concrete Frame-Shear Wall Structures in Hydropower Plants Based on Material Damage

Figure 5

Prediction of the behavior of column tested by Du [43]. (a) Column specimen. (b) Force-displacement response. (c) Damage in tension prediction. (d) Damage in plastic hinge zone at the end of the test. (e) Damage in compression prediction.

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