Seismic Performance of a Corroded Reinforce Concrete Frame Structure Using Pushover Method

<div>Comparison of the P-M-M curves of the noncorroded RC column section. (a) RC column with cross section of 500 × 500 mm. (b) RC column with cross section of 400 × 400 mm.</div>

Advances in Civil Engineering

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Figure 4

Figure 4: Seismic Performance of a Corroded Reinforce Concrete Frame Structure Using Pushover Method 