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Damage-Based Seismic Performance Evaluation of Reinforced Concrete Frames

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Figure

Fig. 1 Stress–strain response of confined concrete and corresponding damage evolution.
Fig. 2 Force–displacement response of ductile column undercyclic lateral loading (Test by Mo and Wang 2000).
Fig. 3 Stress–strain response of critical reinforcing steel fiber and corresponding damage progression.
Fig. 5 Plan and typical frame elevation of 12-story buildings considered in evaluation.
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